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VI 'E 1/r . sR G , I ;. BUSINESS 1 155 .,, C FE r• r 6 47 60 T 1 0 3.11 10.0 10.3h 8 ,2 O/ ': GER; I i a 1 1,_ 10`.0 10.Q _ 8 I" s.;', I CENTER ; o .:: c� r. . ,i 1 ' EXTERI: R' 1. ,.T FIXED OPS.. a A.P.M.HIERS I o I N Q 15 ARRANTYk - i . , -' f47 i ,........... 09 VEHICLE R dY 1 g ;.:, ,., ,... �t - - - ,:... :; „ o ' DIRECTOR ; 153 .: f50 ''_ _�_� OFFICE E } .' r ,- •- - k : DLSPLAY . ! -.... _.:. SALES QISPLAY 1 , , . ; . , i ,. ,. , 9 0+ AREA , a 9-a i4$ _ 102 ti. ., , . 1 I 1 ; a.,, I - .- N ... i o 10 t , :,t, E . _ :ti c� 18 o R 106A ;,, ,.. 1 ,: -_., -- 1 a g i t •�1 1 r.., 4 I , '� _ :. � , _. - 4,� nit � � a _n i 1 :y. ::.: •,• - y .: < � -,'' { R,;... l '. _ - f . . -/ m ` -t. '.r� f eI1 I 184 u) - •"v,Y.u. Q A.. 1i1 - -It „ , . a to•o• ;: PART ' ,_: I. e _ ; i us 1, 0 137 f 5' I, ": z. [1_'r , , t„ , ,., ;. , t ;, r , WAREHo , :. a S: I ,_, t .:r:.. _ ._ . _.. _.. - .. .:;: _, _ ,.. ` i ., __ _ . i • 9 1/ + 7`-3/z 1 r COURTYAR v „, ,, ,,, h1 „ _: , .. t :. I 1 , 7 . f56 :.i ,I _ I:, i. ;� , N _ . .. _ , if - �k i- 1'/z SEE PLAN ON SHEET 3 - '.� 000 w 7'-0 -,,;, . ,. _ _ _ - THIS A OF 3 O AREA, FOR ', ; I ,, ., I , ._:>,.1:� " .. ,.,>, i ;, �% co _, CORRIQOR p 66 o ;: t N f g•_ I,1. :, _..... :I :`I m .. F&I n i - r o ,+� RECEPTION ,,, . .: , :,,.: . _... :, I , ..,.. LOCKER w r ;., .•; oo WAITING . _ . _. _ %� .' . C� 9 4 _ .. , . ,. + 1. I I �;t-' II :. . -', ,. I ., , ,. I �1, �, !,.,." ct , uq j",, I !I,� � ,�,,� I. b�, .i �:�,'_! ,. 0',,;r 1,' .� i ' m ,© r ��,,'1�,;�.;�- ���.," '-,� , + . OVERHEAD DESIGN NOTE .�-, ,',IIi j .,;'z IL3� L,l '' ,�, �,LiI , ;I!" ;" , I�I0 �: ; -__-__- -. _ -- .. .. . I I 1., SYSTEM DESIGNED PER NFPA 13-2002. DESIGN CRITERION gL ,. , ,,I ; ` r ' w '" ,,, ���,-.; �` ",�� _�<( �",' ,,' �, ,,,� _i, ��+ *. . I I ARE AS 1 OLLOWS: .I. II �I.'",i ,"R,io'. F- 0 !, a r ' p ;�;', ,'w1L, �",'I. )�,I_j I I . . -LIGHT-HAZARD (:10,GPM11500 S.F.);: OFFICE, BREAK, , ,, "i" .,-, .": .Q,_► I ,�,. , "��1��.,�' y ��� . �,. _ I:.-, .',�.:� , WAITING, TRAINING ROOM S. 1. � ,I, d , ,I '�� !a I ... . I 'I ,.,. -ORD.tNQRY HAZARD GRP 1 05 GPM, f 500 S•F.y: SHOWROOM / GENERAL STORAGE ROOMS, II .IL I � AREAS, ,".,� �L ,1' "�����i' ,,,� , L_1L , a ; • . Q . , -_. �- ; 7 , SALES VEHICLE DISPLAYS, ,'1:, i,. e' �., �, �, �, O ,� r: �! d .�3.:.4j: .I ELECTRICAL AND MECHANICAL ROOMS: I -.�_�1� :1 � r-. : cn L , Q I� 1 1 �. . I -ORDINARY HAZA GRP t {;2a GPM l i 500 u.F.): SERVVICE 1.. � V1 a r , um � ' Oca I DEPARTMENT, PARTS WAREHOUSE. PARTS STORAGE. Q '. f, HEAD AND w 2. SEE SPRINKLER HEAD LEGEND FOR TYPES 0 .; zSPECIFICATIONS. Irrd .. J . + �; �,H I O v 3. ALL WORK SHALL BE DONE ACCORDANCE WI NFPA i 3-2.002 , Q' w f' U co >O AND LOCAL CODES. :, - a IQ. . , z 4. ALL HANGERS. AND MATERIALS TO BE IN ACCORDANCE Wi 0:a'a, pO a : v �c , U ¢ , II NFPA 13.2002. SEE CHART. J •� 5. AUTOMATIC SPRINKLER SYST> M TO BE ELECTRONICALLY I MONITORED BY OTHERS. FIRE ALARMS ANDIOR MONITORING IS , ;, . ,OOR 1 1 NOT INCLUDED IN THIS CONTRACT., ' -i 6. FIRE EXTINGUISHERS AND PAINTING'OF PIPE IS.NOT '4' • INCLUDED IN THIS CONTRACT: " ' �: ' A DER OF LE 7. HEADS ARE RE,QU R�f� E PLA ED N T TO 9 G TG ll,iE ,•` .,. FLEX HEADS TO BE 11SED: SC*E MIAIJUFACTURER'S DATA FOR •, T BING. HYDRAUL IC LOSSES FOR FLEX HEAD U cJ20 : : , j .''', ' L: r 1 / �:Y 'f r . r •. r, fir r� . d , , (o ca , r:, .. X . 6a Q/ o U- C) n HANGER LOCH TION CHART Q4 , -.t o ; H E ; ' '.,: M ; . .. .. N Q. , :@ U J� "L tw ; e "'' PIPE SIZE A _Y ..._._ �; _____ --- __ _ I � _. C ___1 ... 1" r 3'•0" MAX 1 -0 MAX. 2 3 "MIN. 1'/a" 4'-O" MAX. 12'•0" MAX. — M_ 3" N. _j �—. MI_ 1 1'/z 8" ' , 5'-0"MAX. 151-0 -. MAX. .1 _ _.1___,_-,..._.____ 3- MIN, B. �---• �A r-- 1 R H AD RIGHT SPRIP KLE E (_.rT__^. L-7 ._.t. I_ STEEL PIPE HANGER RING, I 'MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPETS 1.2`-0" FOR ALL PIPE SIZES IIi 4Si '. (A O I i ` � ; , ,' 1, " R 1 r, ,k ' f „{ �- 0., E 1 f u I I + + i �iI . i : • p ` q RT NC HA ^I HA NGER R LOCA TION : _. PIPE SIZE _�_ --A--. ._-._ B .. _..C_,_.._.� _1,__ 2'•O' MAX, 6,-O» MAX._ _ __3" MIN. 1 1 /, 2 -0 MAX. s -6 MAX 3 MIN. I1/2" 2'-0" MAX. ?'-0" MAX. __._.__�______ _ ._ 3" MIN. B' HANGERRING r �T PIPE ' '_..__ STEEL _ _~ 9T_::TPEN()ENT SPRINKLER -- - HEAR 'MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES — _ -- ,. � ._j , 1 ' to E-• OZz , V_ + ►H ' p w i a ; ' n m ! ( �.' '1 i 1 �, r w0 nC f ty, . 1 O O , .� O `w u, U% 4� +, '•'1 . W' a w, l LU '" _ �'. a ';;'# j i i r} . 'a . '1ti . `e 48 '�,,, y 237 1(((" 06 Ftb y. *- of " ;=t\ � "�) , w ".. 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I '. ; : . i, I � OD �a 6D .: �D �0 bD I. , ; OD ! . - . . I 9D Ai I SERVICE I ,. ' ) i . . 1. I i .i . DEPARTMENT . , , I., , 11 - I , I - I I . . ; ­. �� , I ��, � , I . I I ; ! r I L . I . I , , �1 . . 11 . - ­ , ". ; ! I I . � .1 �i .. I ; . ; 163 ( ) . *1 ; : ; :� I . ( ) . ( ) ( 1 4 � � , ( � ( ) ( ) ff� ( I ( , . : , i . I . r ( ) ( 1) I . . i � ( ) ( ) I I . . . ; . . I . , I I I 11 �, .. 367 . . . : I . 1 14, . A !:I " 1/21' , � L � I I . . . . 3/4" . . .. - r . . , I . . � * � I o � 1 4' . . I � . I ,_ ,,, . , "I . 11 I W 1; , ., �,. �, , 155, � 1�z . ,�! "I . " " , � I I 11 r . . I (D . � 0) . I , I RE , ,0� �,Fk RELIABLE F1 . .. - C? T T 9 . � I . L!" F ­ i T T. ! In T � 9 T T T . . I p . �0 co I zo IT 9 T � I I L � , . , I R 55._ RO, � SR SOU BRASS : I . co �. , �� co 00 � , 60 zo bo 20 . ZD . zo I - . * : � � . . . , , � �D - ED �0 ED � I . NO ESC, . 1: — ,, H�3 . ­ . , H . , KK; SED. � V. 3 Y4 . . 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Ordinary Group II � co k : Total Sprinklers: 621 � I i S ' Number Of Sprinklers Calculated: 22 s ; ,_ ...::.. _�--�— .. �. : • _ ....... ,, _...�. K Factar: t - Orifice Size t YfJ, r ; > Desi 9 n ensi tY 9p 0.200 rn/tt= Y; o Average Density: 0.353gpm/ftl .� ..,..'r: ... ,'.. •' _.'.,.. ` .. A,;.- !li 4 Gnn nr%All /A _L-1 4 CnQ 12 IM ONTROLLtR' n 204 ,�-_-A .i SECOND FLOOR FIRE PROTECTION PLAN AI!\OTIl SCALE: IM" = 1, (?. ----- ---- LL O • ; Wo N 0 , T O � Z wf � .. . . ''Q^^W0. LI W. LL oCrl rr 0 OVERHEAD DESIGN .NOTES LL . T 1. SYSTEM DESIGNED PER NFPA 13-2002. DESIGN CRI rERION F- ; AREAS FOLLOWS: 0,7 w 0 r -LIGHT HAZARD (.10 GPM / 1500 S.F.): OFFICE, BREAK, 00, a WAITING, TRAINING ROOMS. 'm O ; -ORDIpJARY HAZARD GRP, 1 (.15 GPM / 1500 S.F): SHOWROOM / SALES AREAS. VEHICLE QISPLAYS• GENERAL STORAGE ROOMS, m 0 "' < w:' Q ELECTRICAL AND MECHANICAL ROOMS. vi 0 0 a 'a a O ' STEEL BEAM � '-STEEL -ORDIrJARY HAZARD GRP. 2 (.20 GPM / 1500 S.F.); SERVICE , a � ,, � U U I B.J. DEPARTMENT, PARTS WAREHOUSE, PARTS STORAGE. - l) I 2. SEE SPRINKLER HEAD LEGEND FOR HEAD TYPES AND { ' SPECIFICATIONS. Design Area #5 (Second FIr. Offices) Design Basis Occupancy: Light Hazard Total Sprinklers: '621 Number Of Sprinklers Calculated: 20 K-Factor. 5.6 Orifice Size: 0.5 Design Density: 0.100gpm/ft' Average Density: 0A1.0gpm1ft2 Area Of Application: 900.00ftl (Actual 940.65ft2) Demand at Base Of Riser or Point Of Connection Total Demand Flow(gPm): 385.94 Pressure(psi): 42.080 Water Supply Information At Time Of Design Static Pressure(psi): 51,000 Residual Pressure(psi): 46,000 Supply Flaw(gpm): 1150.00 Total Demand Flow(gom): 635.94 Total Demand Pressure(p%i): 42.080 W ?i ,LL Uj ci !; W LL a0 W �? U ww W V) i! ` . w� I ? FT.- 0 J z wm z w1 zi a� w 'L X . za, 'ate EL LL ° Y 3. ALL WORK SHALL BE DONE IN ACCORDANCE W1 NFPA 13-2002 1 ml AND LOCAL CODES. W 4. ALL HANGERS,AND MATERIALS TO Be IN ACCORDANCE W/ � wI NFPA 13=2002. SEE CHART. U 5. AUTOMATIC SPRINKLER SYSTEM TO BE ELECTRONICALLY LLi Lo w �I MONITORED BY OTHERS. FIRE ALARMS AND/OR MONITORING IS _ I NOT INCLUDED IN THIS CONTRACT. t 6. FIRE EXTINGUISHERS AND PAINTING OF PIPE IS NOT Z � T INCLUDED IN THIS CONTRACT. Itl1Y1 r C) 1 7. HEADS ARE REQUIRED TO BE PLACED AT CENTER OF TILE. r4 FLEX HEADS TO BE USED. SEE MANUFACTURER'S DATA FOR +'' co c) w 0)CONCRETE FLOOR , HYDRAULIC LOSSES FOR FLEX HEAP) TUBING. o ti w U rm^ 0 BUILDING SECTION HANGER LOCATION CHART oo `� U. y NOt TO SCALE PIPE SIZE A B, C 1" 3'•0" MAX. iy MAX, 3" MIN. 1 W 4'-0• MAX, 127-0" MAX. 3"MIN. 1 %l"-8• 5'-0" MAX. I SIo" MAX. `WMIN, A UPRIGHT SPRINKLER HEAD STEEL PIPE L HANGER RING f 'MAXIMUM HANGER SPACING FOR THREADED LIGI•iTWALL STEEL PIPE IS 12'-0• FOR ALL PIPE SIZES • I HANGER LOCATION CHART z J, PIPE SIZE .A 8 -~ C �- -3•MIN- 1"-- 2'0"MAX g_0,MAX. -- - t YA _2' 0° MAX. 6 6. MAX. _ �..a*MIN. -1 Val, 2'-0" MAX. 7'4" MAX. 3" MIN.. A a` /- HANGER RING (~ STEEL PIPE ^-A PENDENT SPRINKLER HEAD 'MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES o UlI�i Steel I-Beamor -- r. Model 300 Michigan Q *- Bar Joist �� . ` Top Beam C-Clamp or Equa( i vAth Lock Nut v ,r All Thrd. Rod Z w QI WZ°`:-. Rounded to I W Nearest trtch vTS F LI Pipe Swivel Rin w W:'U) SHOWROOM HIGH CEILING \ FIRE PROTECTION PLAN " . Note on Plan: Hanger Number and. A Dirnension " " rr SCALE: 1/t3" = 1'-0" NORTH Hanger 01 S 0 a io K ; .No. Tap Beam C-Clamp r, a LL LL ,--5 ' z m LL 1l2" '' 3/4• w ;. 155° 155° RELIABLE F1 FR RELIABLE F1 a W cc QR SSP WHITE,J $R SSU BRASS, O RECESSED NO EOSC. inW 0. -Jjw� , i • Ny I TM/ X ALL PIPING ON THIS SHEET JOi - 0- IS PART OF SYSTEM #2 `� �' x ; r ' FinallnSp, Date 5 PL�a S VIEWED CITy O AFORD z DETAILING SHOP O O L------------------ jI :OMPRESSOR OIL S T ORAGI 9 8.8 (8.4) t I I I , n I 49 -10 t 267_0„ ' 29'-0„ I i I I 0 r j I I I D I 0 f 1 I I I I Johnson Industries 0 t t ' O 5944 Peachtree Corners E CO ! o I D Norcross, GA 30071 I1 -rri O I II t t 1 N � / David Maus 0 -r ! ca t WINDOW TINTING p To 177 N y ota 1 I' , \ o I-J Cn 0 D \ SCALE ; SHEET; 3/32°° = 1° VEHICLE I DETAILIIG $ oSUPP I EXHAUST ! 176 EXTRACTION �.9 - -- ------ ----- ----- - ----------- ---- -------- SHOP DATE; 04/19/05 SYSTEM `------ EQUIPMENT \ / \ / - - 7°o ttI ItI{II1jI1IIIIIIIIIII ------ri'.�I,IIIIjlIjI"'II►I --_---�•-�•L- —,,� -- ------'---- -�lIIIIIIIII�jIjI,1IIIIIIIIt,I1III 9-„ 5.�Ij1It1I,II'!I1IIjItIII1j •5-- S-17-3— -- --- 5 465,_4 54'-9Y2 1 43'-109'-013'-522'-7" 20'-01, 1 20'-0" II',II'III1IIIII1ItIII'I'I r-----------4_ ----5 - — -- „-- -- --2--'`5I;IIIII�IIr ----' ----1-----40 O----------------LO ---------4---" - - -- EQUIP. 1 55 - ;_---_---_----_-_-_--_-_-_ �-------_-- --�-t-_ -- - - — 0 o 6'-I0 N ----------— - — - -- 0 DRIVE o --L, r--------- --------------- A.8 ------ 1OC4 70NOF SERVICE DOOR PUSH BUTONS L------------------ J SERVICE MANAGER SERVICE SERVICECL 152 SERVICE I-RVICE x ADVSORS ADVISORS ADVISORS ADVISORS ADVISORS NZI- 45 N O45 45 14 APPROVAL; D D + ' SALES REP, ------- CAD DESIGNER; 7'-4 -- ----------- ---- - — - — - — - — - — - \ — - — - --- \-- PROJECT MANAGER---- G. Mills CIO `\I cn U) - - - - - - - - -----------0 0 p D O LLI oCL j Q Q WAITING MOLYET ENGINEERING LLC-P.E.041509 FIXED OPS. CAFE A.P.M. SFLESE BMECANICAL CONTRACTOR: DIRECTOR 149 � MANAGER 153 CASHIERS OFFICE 154 147 '50 148SERVICEAEABRlCTIGN,Nt.-S-i0 SE ICE -- I - C. 6 " DEPA MEN N N I n6 f '-0' `- O I 163 Q O Cn N I ti 10" _ I1 3 ATE T ❑ SPECIAL N --- ----- --" --N -- - \ ----II -- 1-1577 O 0 LU O D CD D AS$ o Q o , tTECH,— o [n N �N I Cl)— I I r�s QM / N I N w i co O 4- I N I w $, p I w p I 1 O D , O D I O D I I L < 04 IL a- I �} I (n N 1 N I Cn N ------ , ---------- ----D.9 LOCKER ROOM I I 171 N- --- N ---- — N — - — - — - — - — - — - - o - - - — - — - O D o D I— o _ -�- _ Q _ O Q 12 _- ao o _ t ¢ o t = I I T H. I M cn N cn N V) 10" N 159 N I t C , \ , \ , \ , \ __-- DE5 cli m C"! cli w 10" m O i T CH W ME Lr== w p O D , O D 0 D I 160 M4 (n N (n NCn N cn = 0 ' 10" 10" = SERVICE -0 I TECH. BREAK 0 o I o o DEPARTMENT o 161 o o Q 0 _--- - — - — - - — p :C = Q O 11 ,63 p rn RECESS FOR VERTICAL CONVEYOR RECIPRO0"x F.1 - -- --_ --�---- ----- ----- -- _—_-- _----Q----- N \ L0 N In N 7'3" x 7'O�x 5" deep S \I / I N 15r I N N Cn � -�- I O I CORR. 155 - - - - t 19�x3 I I.B•,c36 I W X I "- �x WA xx I �Y r£Nt � I �� • X V FF 1 , � J w -Ljj o _Lli � CD D p D D < _ I Q p Q O a. 2" _ 0 12" 12" _ ! SHIPPING/ F9 - -- ----- �----- -------- - -- ----- ----- ------------ - --- ------------ N RECEIVING1. oil iIN --------------------- %n�,� Deck Height 9' 6' 6' Clear Height 8' 0' Gate 1 6' Swing Gate / 162 I l2' Tall Tire Racks r-------------- / \ / \ ------ SYSTEM 1 SYSTEM 2 �' SYSTEM 3 SYSTEM 4 j SYSTEM 5 SYSTEM 6 j BntL 3ni31 Bnu BDu Bmi nu I I I I 1 I CLOSUR ENE 460V, 3P .3 FLA FOR ROOF MOUNTED 46OV, 3PH, 4.3 FLA�OR ROOF MOUNTED 460V, 3PH, 4.3 FL FOR ROOF MOUNTED 460V, 3PH, 4.3 FLA FOR ROOF MOUNTED I ( I 172 EXTRACTIONVEHICLE EAUST SLOWER. VEHICLE EXHAUS EXTRACTION BLOWER. VEHICLE EXHAUST EXTRACTION BLOWER. MAGNETIC TARTER BY OHNOSON INDUSTRIES MAGNETIC START EXHAUST ;R BY JOHNSON INDUSTRIES MAGNETIC STARTIR BY JOHNSON INDUSTRIES MAGNETIC STARTER BY JOHNSON INDUSTRIES DISCONN EdTS & FINAL CONNECTIONS BY DISCONNECTS & FINAL CONNECTIONS BY DISCONNECTS & F NAL CONNECTIONS BY DISCONNECTS & FINAL CONNECTIONS BY I I I OTHERS. ( OTHERS. I OTHERS. OTHERS. I d I I I ! I j j I I I I , � I H- --------I---------------------------------------------------------------------------------------------------------------------I------------------I- ----- 321 - „ I t I I I I { I I I I W= 330UNfi 9-REQUIRED 8" 10„ PITCH ----- 1" in 40' 12" AIR DISCHARG= TYPICAL UNDERGROUND VEHICLE EXHAUST EXTRACTION LAYOUT - SINGLE BRANCH BD-11 BLOWER TRANSITION FROM SDR 35 TO 22 GAUGE METAL CLEAN OUT DUCTING THRU ROOF TO PLENUM BLOWER RISER DUCT SDR 35 PIPE FINISHED F- FLOOR BACKFILL UNDERFLOOR DUCT WITH A MINIMUM �\ OF 12" OF GRAVEL TRUNK DUCT - SDR 35 PIPE PITCH — V in 40' DRY SUMP WELL WITH SEALED BOTTOM DETAIL - VEHICLE EXHAUST EXTRACTION SYSTEM RISER AND CLEAN OUT DETAIL. NOT TO SCALE FLOOR FITTING FINISHED FLOOR k BACKFILL UNDERFLOOR BOTTOM OF TRENCH DUCT WITH A MINIMUM OF 12" OF GRAVEL AIR FLOW TRUNK DUCT - PITCH V IN 40' SDR 35 PIPE DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT TYPICAL INSTALLATION NOTTOSCALE STALL CIL DIMENSION "A" 19" MIN. 22" MAX. EXHAUST HOS B" MIN. SAME MEASUREMENT AS ESTABLISHED FOR HEIGHT ADJUSTMENT "A" IOR FITTING FINISHED FLOOR STRAPINCLUDED I S SADDLE GUIDE ADAPTER AIR FLOW PITCH 1" IN 40' .S. STRAPS INCLUDED DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT NOT TO SCALE O LLJ UUI PST 1 8 WAITING 135 O F& 13' � 2s Fc Cc�D-p��F_ F& 127 F&I I , 120 UL COMPUTER 178 PHONE 123 I ELEC. ROOM ' 122 FEMA FL 000 MAP SOILS MAP 2 Adam svilIe—Sparr Fine Sand 6 Astatula—Apopka Fine Sand 31 Tavares—Millhoper Fine Sand SOURCE: SCS SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA S/TE PLAN DA VID IVA US TO YO TA AT SEA111NOL E TOWNE CENTER SANFORD, FLORIDA SHEETINDEX NO. DESCRIP TION C-1 CO I/ER SHEET C-2 GENERAL NO TES C-,3 SITE PLAN - EXISTING CONDITIONS C- JA SITE PLAN - PROPOSED DE VEL OPMEN T C- 4- 5 GEOMETRIC AND PA VEMENT MARKING PLAN C- 5A ORAINA GE BA SIN MAP C-6-7-8 PA KNG, GRADING ,4ND DRAINAGE PLAN C-9 UTILITY PLAN C-10 PA VING DETAIL S C-11 UTILITY DETAILS - WATER C-12 UTILITY DETAILS - SEWER C-13 OFF-SI TE TURN LANE /MPR0MEN TS C-13A OFF-SI TE TURN LANE /MPRO ME-NTS C 14 PUMP STATION DE/AILS PREPARED FOR REVIEWED By9 Sanford Date: A UTOMOT/l/E /lVl/ESTMENTGROUP, PVC. 1550 E. MISSOURI. SUITE 300 PHEON/X, AZ OWNER.- ENGINEER/SUR VEYOR.• ARCHITECT AUTOMOTIVE INVESTMENT GROUP, INC. PROFESSIONAL ENGINEERING CONSUL TANTS, INC. THE ZENNER GROUP 1550 E. MISSOURI, SUITE ,300 200 E. ROBINSON STREET SUITE 1560 818 MARIETTA ST. PHEONIX, AZ ORLANDO, FLORIDA J2801 ATLANTA, GA. PREPARED BY: PECPROFESSIONAL ENCINEERINC CONSUL TAN TS, INC. e n g i n e e r s p l a n n e r s s u r v e y o r s 200 East Robinson Street • Orlando, Florida 32801 • Suite 1560 Eola Park Centre BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE No. 3556 4071422-8062 4071849-9401 (fax) ion Div. THE ZENNER GROUP MAR 2 9 2004 818 MARIETTA ST NW, STE B ATLANTA, GA 30318 Locj,Ii��11111111111111 /ON MAP / V w$ lip ►_ �- 28-47-30 PR T OJEC L 0CA TION . AY =z A ERIA L PHOTOGRAPH APR 13 2004 NOT FOR CONSTRUCTION UNLESS SIGlbc 2i AI X/9 SEALED V P,ICHARU 0 P.E. REG'ISTR.4 TION No. 35J77 DA TE. GOW a LEGAL DESCRIPTION Tract 16 and 17 A PORTION OF TRACTS 16 AND 17, SEMINOLE TOWNE CENTER REPLAT, PLAT BOOK 47, PAGES 8-10, PUBLIC RECORDS, SEMINOLE COUNTY, FLORIDA, SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION NO. 77160- 2441, BEING A PORTION OF LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 2538, PAGE 1962, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 32 (A 2" IRON PIPE AS NOW EXISTS), RUN NORTH 89'50'41" WEST ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 FOR 13.79 FEET "TO THE SOUTHEAST CORNER OF SAID TRACT 16 (A 1/2" IRON ROD LB #3556, 0.3 FOOT NORTH AS NOW EXISTS) SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'50'41" WEST ALONG THE SOUTH LINE OF SAID TRACT 16 FOR 2053.56 FEET TO A POINT; 'THENCE RUN NORTH 22'26'14" EAST FOR 109.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1125.98 FEET, A CENTRAL ANGLE OF 61'55'10", AN ARC LENGTH OF 1216.84 FEET, AND CHORD BEARING OF NORTH 53'23'48" EAST TO A POINT; THENCE RUN NORTH 84'21'23" EAST FOR 299.84 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1477.83 FEET, A CENTRAL ANGLE OF 12'34'01", AN ARC LENGTH OF 324.14 FEET, AND CHORD BEARING OF SOUTH 75' 2521", EAST TO A POINT; THENCE RUN NORTH 00'00'00" EAST FOR 166.17 FEET TO A POINT; THENCE RUN NORTH 84'31'35 EAST FOR 428.11 FEET TO A POINT; THENCE RUN NORTH 84'56'05" EAST FOR 99.44 FEET TO A POINT; SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD, THENCE RUN SOUTH 17' 36'30" WEST ALONG SAID RIGHT-OF-WAY LINE 373.40 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG SAID WESTERLY RIGHT-OF-WAY LINE AND SAID CURVE, HAVING A RADIUS LENGTH OF 725.00 FEET, A CENTRAL ANGLE OF 38'24'52", AN ARC LENGTH OF 486.08 FEET, A CHORD LENGTH OF 477.03 FEET, AND A CHORD BEARING OF SOUTH 01'35'57" EAST "TO 'THE POINT OF TANGENCY; THENCE RUN SOUTH 20'48'23" EAST, ALONG SAID WESTERLY RIGHT -OF- WAY LINE, 125.79 FEET "TO A POINT LYING ON "THE SOUTH LINE OF THE AFORESAID NORTHWEST QUARTER OF SECTION 32, TO THE POINT OF BEGINNING. Tract A ,THE EAST 5 CHAINS OF THE SOUTHWEST ONE QUARTER OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, LYING NORTH OF RINEHART ROAD. THE ABOVE DESCRIBED TRACTS OF LAND LIE IN "THE CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA. UTIL/TY PROVIDERS WA TER.• CITY OF SANFORD JOG N. PARK A VE:, 2ND FLOOR SANFORD, FLORIDA J2771 (407) 977-606J PEOPLES CAS SYSTEM, INC. 600 WEST ROBINSON SIREET ORLANDO, FLORIDA J2802 (407) 425-4661 SPRINT/UNITED TELEPHONE CO. P.O. BOX 15J000-MC 404J ALTAMONTE SPRINGS, FLORIDA J2715-J000 (407) 6JO-J266 CABLEVISlON INDUSTRIES, INC. 1OJ76 EAST COLONIAL DRIVE" ORLANDO, FLORIDA J2817 (407) 277-4782 RUE WARNER CABLE J767 ALL AMERICAN BOULEVARD ORLANDO, FLORIDA J2810 (407) 295-9119 EXT. 16JJ FLORIDA POWER CORPORATION 2525 W. SR 45 SANFORD, FLORIDA J2771 (407) J28-19J8 FLORIDA POWER & LIOHT P. 0, BOX 151 DAYTONA BEACH, FLORIDA J2015-6896 (904) 252-1541 SOUTHERN BELL TELEPHONE CO. 1J2 COMMERCE WAY SANFORD, FLORIDA J2771 (407) J27-0406 SANITARY SEWER: SEMINOLE COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES J000-A SOUTIIGA IE DRI VE SANFORD, FLORIDA J277J (407) 8JO-6919 EXT. 202 ASSREVIA TION LEGEND ASPH - ASPHAL T BOO - BO T •TOM OF D/TCH BVCS - BEGINNING VERT/CAL CURVE STATION BVCS - BEGINNING VERT/CAL CURVE ELEVA TION C/G - CURB & GUTTER C/P - CAST IRON PIPE CUP - CORRUGA TED METAL PIPE CONC - CONCRETE CONST. - CONSTRUCT CONN. - CONNECTION CO - CLEANOUT CR - CONTEXT RADIUS CT - G'URB TRAN5ITI0N CWL - CONTROL WATER LEVEL DBl - DITCH BOTTOM INLET DC - DROP CONNECTION DHW - DE51GN H/CH WATER LEVEL ELEV - ELEVA TION COP - EDGE OF PA VEMENT FRCP - ELL/PT/CAL RCP EVCE - ENDING VERT/CAL CURVE ELEVAT/ON EVCS - ENDINC VERT/CAL CURVE STAT/ON EXIS'r - EXISTING FFE - FINISH FLOOR ELEVA [ION FM - FIRE MAIN GB - GRADE BREAK GV - CA TE VAL VE HC - HANDICAP HP - HIGH POINT HTRZ - HAZARD TREE REMOVAL ZONE /NV - INVERT KO - KNOCK -OUT (FOR PRECAST PLUGS LA T - LA TERAL LF - LINEAR FEET MEG - MA TCH EXIST/NG GRADE MES - MITER END SECT/ON MH - SANITARY MANHOLE NHW - NORMAL HIGH WA TER NTB - NON- TRAFFIC BEARING NVRA - NA TURAL VEGETA BON RETENTION AREA OHW - OVERHEAD WIRE PED - PEDESTRIAN PGL - PROFILE GRADE LINE PP - POWER POLE PVl - POINT OF VERT/CAL INTERSECT/ON PVMT - PA VEMENT R/W - RIGHT -OF -WA Y RCP - REINFORCED CONCRETE PIPE RW - RECLAIMED WATER MAIN SAN - SANITARY SEWER 5F - SQUARE FEET ST - STORM SEWER 50WK - SIDEWALK TB - TRAFFIC BEARING TCS - TRAFFIC CONTROL SIGN TOB - TOP OF BANK TOD - TOP OF DI TCH TOE - TOE OF SLOPE TRANS: - TRANSITION WM - WA TER MAIN WSCE - WET SEASON GROUND WATER ELEVA TION UE - UTILI TY EASEMENT V. G. - VALLEY GUTTER GENERAL NOTES 1. "THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS. 2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH "THE VARIOUS UTILITIES TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK. RELOCATION OR EXTENSION OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. J. ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING FOR ROADWAYS, AND STORMWATER COLLECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SEMINOLE COUNTY REGULATIONS,. 4. PRIOR "TO CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED SEMINOLE COUNTY RIGHT-OF-WAY UTILIZATION PERMITS. 5. AS -BUILT DRAWINGS SHALL BE PREPARED BY CONTRACTOR, AND SHALL BE PROVIDED TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT SITE IMPROVEMENTS. AS -BUILT DRAWINGS SHALL REFLECT ANY CHANGES TO THE IMPROVEMENTS MADE DURING CONSTRUCTION. BOTH THE ORIGINAL DESIGN AND REVISED AS -BUILT DATA, AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING. THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE PROVIDED ON THE 'AS -BUILT DRAWINGS: WATER DISTRIBUTION SYSTEM: A. LOCATION AND DIMENSIONS OF PIPES, VALVES, FITTINGS, AND OTHER ASSOCIATED FACILITIES. PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE CONTROL STRUCTURES; B. DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS -SECTIONS OF THE DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE RETENTION AREAS; AND C. DIMENSIONS, ELEVATIONS, CONTOURS, OR CROSS -SECTIONS OF ALL STORMWATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE RELATIONSHIPS OF THE STORAGE AREA, AND THE POND DEPTH AND VOLUME BELOW THE CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS. D. ELEVATION AND LOCATION OF BENCHMARK (S) FOR THE SURVEY. 6. ALL PRIVATE AND PUBLIC PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES TO PROTECT AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL OBTAIN A COPY OF THE UNIVERSAL ENGINEERING SCIENCES, INC. GEOTECHNICAL REPORTS DATED OCTOBER 2, 2000 (PN 19140-002-01), AND SHALL FOLLOW ALL RECOMMENDATIONS INCLUDED THEREIN FOR SITE WORK. 9. THE CONTRACTOR SHALL NOT INITIATE ANY ASPECT OF THE WORK DEPICTED ON THESE DRAWINGS UNTIL HE HAS RECEIVED WRITTEN ACKNOWLEDGMENT FROM THE OWNER OR ENGINEER THAT ALL APPLICABLE PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR SHALL REVIEW, FAMILIARIZE HIMSELF WITH, AND MAINTAIN COPIES OF APPLICABLE PERMITS AT THE CONSTRUCTION SITE, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND MODIFICATIONS. 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ON -SITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. 11. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A STORMWATER POLLUTION PREVENTION PLAN REQUIRED FOR THE NPDES GENERAL PERMIT - NOTICE OF INTENT (N01), AND SHALL EXECUTE AND SUBMIT SAID N01 PROPER TO COMMENCEMENT OF CONSTRUCTION. A COPY OF THE EXECUTED NOI SHALL BE PROVIDED TO THE OWNER AND PROJECT ENGINEER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPEMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. PAVING, GRADING AND DRAINAGE NOTES 1. REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. INLET GRATES SHALL BE TRAFFIC BEARING TYPE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. MANHOLE AND INLET STRUCTURES SHALL BE PRE -CAST, AND SHALL MEET THE FDOT INDEX STANDARD FROM THE "ROADWAY AND TRAFFIC DESIGN STANDARD." 4. STORM SEWER RING & COVERS SHALL BE LABELED WITH RAISED LETTERING OF "STORM". 5. ALL PAVEMENT AREAS SHALL BE GRADED SO AS TO PROVIDE POSITIVE DRAINAGE FLOW TO THE DRAINAGE STRUCTURES. 6. THE DRAINAGE STRUCTURE LOCATION DESCRIPTIONS INCLUDED IN THESE DRAWINGS IDENTIFIES THE CENTER OF THE STRUCTURE TOP, AS INDICATED ON THE FDOT STANDARD INDEX. 7. CONTRACTOR SHALL DETERMINE THE BOTTOM SIZE OF ALL DRAINAGE STRUCTURES SO AS TO FIT ALL REQUIRED PIPES. 8. ALL MANHOLE DRAINAGE STRUCTURES SHALL HAVE F.D.O.T. TYPE 8 TOP UNLESS OTHERWISE NOTED. UTIL/TY NOTES 1. CONTRACTOR SHALL CAP THE SERVICE PIPE ENDS AND SURFACE LOCATE THE ENDS OF THE SERVICES WITH 4"x4" POST. THE "FOP OF THE POST SHALL BE PAINTED BLUE FOR WATER, YELLOW FOR SANITARY SEWER AND GREEN FOR STORM SEWER SERVICE. IF THE BUILDING CONTRACTOR HAS STUBBED THE BUILDING SERVICE LINE PRIOR TO THE SITE CONTRACTOR EXTENDING 'THE SERVICE LINE TO THE BUILDING, THEN "THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION. 2. ALL MATERIALS, CONSTRUCTION METHODS, AND "TESTING OF WASTEWATER COLLECTION SYSTEMS SHALL BE IN ACCORDANCE WITH SEMINOLE COUNTY LAND DEVELOPMENT REGULATIONS. 3. ALL WATER DISTRIBUTION MAINS SHALL BE P.V.C. UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS REQUIRED TO SATISFY REQUIREMENTS OF CLEARANCE. 4. ALL SANITARY SEWERS SHALL BE PVC UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS REQUIRED TO SATISFY REQUIREMENTS OF CLEARANCE. 5. THE INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UNDERGROUND UTILITIES 15 NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS UTILITIES 'TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. RELOCATION OR EXTENSION OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. 6. CONTRACTOR SHALL COORDINATE WITH SEMINOLE COUNTY TO HAVE WATER SAMPLES TAKEN AT LOCATIONS SPECIFIED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT FOR CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM. BACTERIOLOGICAL REPORTS SHALL BE SUBMITTED TO THE PROJECT ENGINEER WITHIN 4 DAYS FROM THE DAY OF SAMPLE. 1 (800) 432-4770 7. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENTS 24 HOURS BEFORE ANY WORK ON EXISTING UTILITY SYSTEMS. 8. ALL MANHOLES AND STRUCTURES SHALL BE PRE -CAST. 9. UTILITY SERVICES 'TO THE PROPOSED BUILDINGS SHALL TERMINATE 5 FEET OUTSIDE OF THE BUILDING UNLESS OTHERWISE NOTED. -THE CONTRACTOR SHALL REVIEW BUILDING ARCHITECTURAL PLANS "TO VERIFY PROPER LOCATION AND ALIGNMENT OF UTILITY SERVICES TO THE BUILDINGS. 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, LANDSCAPE ARCHITECT AND SITE LIGHTING ENGINEER FOR LOCATION AND SIZE OF REQUIRED SLEEVES. 11. WATER AND SEWER LINE EXTENSIONS 'TO BUILDING SHALL BE CAPPED, UNLESS THE CORRESPONDING BUILDING WATER OR SEWER LINE EXIST, IN WHICH CASE "THE CONNECTION SHALL BE MADE. 12. ON SITE WATER DISTRIBUTION MAINS UP TO THE WATER METERS SHALL BE OWNED, OPERATED AND MAINTAINED BY SEMINOLE COUNTY UTILITIES COMMISSION. 13. CONTRACTOR SHALL ADJUST AND/OR CONSTRUCT SITE LIGHTING PER THE SITE LIGHTING PLANS BY OTHERS. 14. A SEMINOLE COUNTY PRECONSTRUCTION MEETING IS REQUIRED. THE SITE CONTRACTOR SHALL COORDINATE SAID MEETING. 15. SEWER LATERALS SHOWN ON THE CONSTRUCTION PLAN MAY NOT CORRESPOND WITH BUILDING ARCHITECTURAL PLUMBING PLANS. CONTRACTOR SHALL OBTAIN & REVIEW BUILDING ARCHITECTURAL PLANS AND ADJUST THE SEWER LATERALS AS NECESSARY "TO MATCH THE CONNECTION LOCATIONS SHOWN ON THE ARCHITECTURAL PLANS. 16. FIRE HYDRANTS SHALL BE LOCATED SIX (6) FEET BEHIND THE CURB. CONTRACTOR SHALL PAINT THE HYDRANTS ACCORDING TO FIRE DEPARTMENT REQUIREMENTS. 17. UTILITY CLEARANCE/SEPARATION REQUIREMENTS: A. VERTICAL CLEARANCE (SEE UTILITY PLAN SHEET) 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPROPRIATE CONSTRUCTION, DISINFECTION AND TESTING BEYOND "THE WATER METER TO ASSURE POTABILITY AT THE POINT OF USE. 19. POTABLE WATER PIPES WILL BE DISINFECTED IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 20. POTABLE WATER PIPES WILL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH SPECIFICATION NUMBERS C600 AND C605/M23 FOR DUCTILE IRON AND PVC PIPES, RESPECTIVELY. 21. IF CONNECTION OF "THE PROPOSED ACTIVITY 'TO THE WATER MAIN WILL RESULT IN A DEPRESSURIZATION OF THE EXISTING SYSTEM BELOW 20 POUNDS PER SQUARE INCH, ONE OF "THE FOLLOWING MUST OCCUR: 1. PRECAUTIONARY BOIL WATER NOTICES MUST BE ISSUED IN CASES OF PLANNED DISTRIBUTION INTERRUPTIONS, WHICH ARE DEEMED AN IMMINENT PUBLIC HEALTH THREAT BY THE DEP CENTRAL DISTRICT OR WILL AFFECT THE BACTERIOLOGICAL QUALITY OF THE DRINKING WATER UNLESS THE PUBLIC WATER SYSTEM CAN DEMONSTRATE, BY SOUND ENGINEERING JUDGEMENT, "THAT THE INTEGRITY OF THE WATER SYSTEM HAS BEEN MAINTAINED; OR 2. IN CASES OF BRIEF INTERRUPTION IN SERVICE, ADVISORIES (NOT BOIL WATER NOTICES) SHOULD BE ISSUED IF TEMPORARY CHANGES IN WATER QUALITY ARE EXPECTED TO OCCUR AND NOT DEEMED AN IMMINENT PUBLIC HEALTH RISK. 22. FILLING OF PROPOSED WATER MAINS FROM EXISTING WATER MAINS WILL BE DONE IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 23. IF A PORTION OF THE EXISTING WATER MAIN MUST BE DEPRESSURIZED TO CONNECT THE PROPOSED WATER LINES, THE CONTRACTOR SHALL PROPERLY CLEAN AND FLUSH THE EXISTING LINE PRIOR "TO RETURNING THAT PORTION OF PIPE TO SERVICE AND COLLECT TWO CONSECUTIVE DAYS SATISFACTORY BACTERIOLOGICAL SAMPLES FROM REPRESENTATIVE LOCATIONS. IF THIS EVENT OCCURS, NOTIFY FDEP AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL PROVIDE THE REQUIRED BACTERIOLOGICAL SAMPLE REPORTS. EROSION CONTROL NOTES 1. EROSION/TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENT OR SUSPENDED SOLIDS TO ADJACENT 0 cc - -- PROPERTIES, JURISDICTIONAL WETLANDS AND/OR RECEIVING WATERBODIES EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST REMAIN IN PLACE AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. THEREAFTER THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF THE BARRIERS. THE CONTRACTOR SHALL MAINTAIN THE EROSION/TURBIDITY CONTROL BARRIERS DAILY. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR PROVIDING THE NECESSARY EROSION/TURBIDITY CONTROL FOR THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PENALTIES IMPOSED BY THE PERMITTING AGENCIES FOR ANY EROSION, SHOALING, OR WATER QUALITY PROBLEMS RESULTANT TO CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION, SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION p ACTIVITIES. THE CONTRACTOR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL AS DESCRIBED IN 'THE FLORIDA LAND DEVELOPMENT MANUAL; A GUIDE TO SOUND LAND AND WATER MANAGEMENT v (D.E.R. 1988) AND/OR ACCORDING TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN W STANDARDS FOR EROSION CONTROL APPLICATIONS. 3. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATERBODIES. 4. THE CONTRACTOR MUST IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS OF THE WATER QUALITY CRITERIA AND STANDARDS IN CHAPTERS 17-4, 17-302, F.A.C. ALL EROSION/SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN SECTION 6 OF "THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988), UNLESS A PROJECT -SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED BY THE WATER MANAGEMENT DISTRICT IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, THE CONTRACTOR MUST IMPLEMENT THE O NECESSARY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES. 5. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE 'TEMPORARILY OR PERMANENTLY a) CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ti o Ln ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY o �, CEASED. U 6. THE LOCATION AND TYPE OF THE EROSION CONTROL MEASURES SHOWN ON THIS _ w _` O DRAWING ARE PROVIDED FOR GENERAL GUIDANCE TO THE CONTRACTOR. THE 4 I Z METHODS AND SEQUENCING OF CONSTRUCTION EMPLOYED BY THE CONTRACTOR _ MAY REQUIRE MORE OR LESS EROSION CONTROL MEASURES THAN THAT DEPICTED o "I- F- TO MAINTAIN ADEQUATE EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION -6 00 Q ACTIVITIES. cot� U -_J (:D dam- n c L�iJ' U SITE DATA O 4' PROPOSED USE: AUTO SALES & SERVICE U �- (u I L_O TOTAL SITE AREA 33.15 ACRES TOTAL ALLOWABLE IMPERVIOUS AREA 80% c e TOTAL IMPERVIOUS AREA 16.16 ACRES 49% Li-1 0 W OPEN SPACE REQUIRED 20% L1� OPEN SPACE PROVIDED 16.99 ACRES 51 % Q "-j � EXISTING ZONING: CITY OF SANFORD PD (u /V/) _LLJ� R ' J o1 N O FLOOD ZONE: ZONE C Q c K MAX BUILDING HEIGHT: 50' (� FLOOR AREA RATIO (F.A.R.) REQUIRED (MAX.): 0.35 O a) 'a U LL FLOOR AREA RATIO (F.A.R.) PROVIDED: 0.05 Li V) U Li_1 ._ BUILDING SETBACKS REQUIRED °' w FRONT YARD SETBACK (RINEHART RD.) 50 FT. CD a) N O a] SIDE YARD SETBACK (TOWNE CENTER BLVD.) 20 Ff. SIDE YARD SETBACK 20 FT. REAR YARD SETBACK 20 FF. pppp II�II PARKING DATA PARKING SPACES REQUIRED: 60 (1.5 SPACE PER PERSON REGULARLY EMPLOYED ON PREMISES) 2 SPACES PLUS 1 FOR EACH ADDITIONAL 1,000 SQ.FT. OF FLOOR AREA OVER 4,000 SQ.FT. 51,000 SQ.FT. - 4,000 SQ.FT. = 47,000 SQ.FT. m L 47,000 SQ.FT. / 1,000 SQ.FT. = 47 SPACES + 2 = 49 SPACES PARKING SPACES PROVIDED: EMPLOYEE (10'X20') 123 CUSTOMER (10'X20') 70 SERVICE (10'X20') 70 Q OVERFLOW (10'X20') 266 NEW / USED VEHICLE DISPLAY AREAS (10'X20') 374 ® (j) INVENTORY SPACES (9'X18') 528 >- W HANDICAP PARKING SPACES PROVIDED: 6 0 P TOTAL PARKING SPACES PROVIDED: 1,437 O rn z WATER/WASTE WATER Q Qcr USEAGE UNIT FACTOR TOTAL ERU W SERVICE AREA (22 BAYS) 22 BAYS 1 22 ® SERVICE AREA (1 WASH BAY) 1 WASH BAY 3.2 3.2 _ w 27,500 S.F. OFFICE 27,500 S.F. 0.334 / 1,000 S.F. 9.2 ' V TOTAL ERU 33.4 ERUs WATER USEAGE = (33.4 ERU) * 350 GPD = 11,690 GPD WASTEWATER GENERATION = (33.4 ERU) * 300 GPD = 10,020 GPD NO T FOR CO/V9,r,TR UCTION UMES'S SIGIV X NV SEALED REGISTRA [ION NO. DA TE. f 3 2.E I j '0 ''I LEGEND P.0.0C .............. OF COMMENCEMENT -p- .................. POWER POLE P.O.B...............POINT OF BEGINNING ®.................. IRRIGA77ON VALVE BOX R/W................HIGHT--OF—WA Y © ..................ELECTRIC SERVICE R ...................RADIUS LIGHT POLE 4 CENTRAL ANGLE ( CORE BORE L ...................ARC LENGTH C ................... CHORD LENGTH ® .................. WA 7ER VAL VE COVER CB ..................CHORD BEARING 0•••••.•....•..••••WATER METER F.................... CEN7FRLINE �.................. 7FLEPHONE SERVICE BOX PB....................PLAT BOOK PG....................PAGE EOW.................. EDGE OF WATER ORB..................OFFICIAL RECORDS BOOK OHUL................. OVERHEAD U77LITY LINE O .................. DENO7ES A SET 5/8' IRON ROD D DESCRIBED do CAP LB j J556 """"""""""' TOB.................. TOP OF BANK M ...................MEASURED TOE .................. TOE OF SLOPE P ...................PLAT EOW.................. EDGE OF WA 7ER TBM ................... 7EMPORARY BENCHMARK PVC ...................POL YWNYL CHLORIDE EXISTING CONDITIONS 1. EXISTING STREETS TOWNE CENTER BOULEVARD - 100' RIGHT OF WAY RINEHART RD. - 140' RIGHT OF WAY 2. EXISTING EASEMENTS - SEE PLAN 3. EXISTING UTILITIES WATER: CITY OF SANFORD, 16" WATER MAIN WASTEWATER: SEMINOLE COUNTY, 16" FORCE MAIN RECLAIMED WATER: CITY OF SANFORD, 8" REUSE MAIN SOLID WASTE: SEMINOLE COUNTY FIRE PROTECTION: CITY OF SANFORD POLICE PROTECTION: CITY OF SANFORD 4. EXISTING ONSITE IMPROVEMENTS U 5 U C GRAPHIC SCALE IN FM 1 inch - 100 tt FLORIDA POWER CORP TRANSMISSION LINES AND POWER POLES - SEE PLAN EXISTING STORM WATER POND NO EXISTING IMPERVIOUS AREAS OR BUILDINGS LOCATED ON SITE 5. AJACENT IMPROVEMENTS NORTH: 417 ON -RAMP SOUTH: COUTESY JEEP AND HONDA EAST: CARMAX AUTO SALES, MEDIAN CUT IN TOWNE CENTER BOULEVARD. SEE PLAN WEST: 1-4 / 417 ON -RAMP 6.TOPOGRAPHY ROLLING, SANDY UPLANDS RANGING IN ELEVATION FROM ROUGHLY 50 TO 75 FEET MSL. - SEE PLAN 7. SOIL TYPES (2) ADAMSVILLE-SPARR FINE SAND (6) ASTATULA-APOPKA FINE SAND - 0-5% SLOPES (31) TAVARES-MILLHOPPER FINE SAND, 0-5% SLOPES 8. DRAINAGE EXISITING RUN-OFF FLOWS OVERLAND TO THE EXISTING STORMWATER POND. NO OFFSITE RUN-OFF ENTERS THE SITE 9. 100 YEAR FLOOD PLAIN FEMA COMMUNITY PANEL N0.1211700040E INDICATES THAT FLOOD ZONE A (100 YEAR FLOOD) IS PRESENT ALONG THE EASTERN BOUNDARY OF THE SUBJECT SITE. 10. SURFACE WATER NO EXISTING STREAMS ARE WATER BODIES EXIST AND SURFACE WATER NATURALLY FLOWS TOWARDS THE NORTHEAST (TOWARDS THE M.M. SMITH CANAL AND, ULTIMATELY, LAKE MONROE). 11. WETLANDS THERE ARE NO WETLANDS OR MARSHLANDS IN THE SUBJECT PROPERTY AREA. WETLANDS HAVE BEEN REMOVED AND MITIGATED OFFSITE WITH THE DEVELOPMENT OF THE SEMINOLE TOWNE CENTER. 12. WELL FIELD PROTECTION ZONES THE SUBJECT PROPERTY IS LOCATED WITH A WELL FIED PROTECTION ZONE 13- FLOODWAYS AND DRAINAGEWAYS NO FLOODWAYS OR DRAIANGEWAYS EXIST ON THE SUBJECT PROPERTY 14. AQUIFER RECHARGE AREA THE SANFORD WATER RESOURCES MAP INDICATES THAT THE SITE IS WITHIN THE MOST EFFECTIVE RECHARGE ZONE. 15. EXISTING UPLAND WILDLIFE HABITATS: TYPICAL ON -SITE SPECIES INCLUDE CATTLE EGRET, EASTERN MEADOWLARK, COMMON GRACKLES, SWALLOWS, KILLDEERS, ARMADILLOS, EASTERN GRAY SQUIRREL, AND GOPHER TORTOISES. THERE ARE NO NESTING AREAS FOR SANDHILL CRANES AND NO LISTED PLANT SPECIES. 16. EXISTING VEGETATION: IMPROVED PASTURES (211), MIXED RANGELAND (330), MIXED HARDWOOD FOREST (438), BAY SWAMPS (611), FRESHWATER MARSH (641), AND EMERGENT AQUATIC VEGETATION (644). (SOURCE: SEMINOLE PROPERTIES DRI AND 1985 FLUCCS CODE). 17. SIGNS SEMINOLE TOWNE CENTER MALL SIGN LOCATED AT THE SOUTH EAST CORNER NO OTHER EXISTING SIGNS ARE LOCATED ON THE SUBJECT PROPERTY NOT FOR CONSTRUCTION UNLESS 51GNED D SEALED REGISTRA TION NO. DA TE.• �I0 (D -� o L0 0-°' G Q V) W U J cz) O L% r- W ( V) a� cr� u Q) I W 1 C. N I 1 cL —1 U e L� (D V) Cr 0 V) i - O a o Q Q CTi L�J � CY_ CY C o O0 O M q � a N � � z V qo W � o Q r_onourn QOATM PROPOSED DEVELOPMENT 1. PROPOSED BUILDINGS AND STRUCTURES 51,000 SQ.FT. AUTOMOTIVE DEALER SALES AND SERVICE BUILDING 18,000 SQ.FT. SHOWROOM/SALES 10,000 SQ.FT. PARTS DEPT. 23,000 SQ.FT. SERVICE DEPARTMENT 50 FOOT MAX BUILDING HEIGHT 2. SETBACK REQUIREMENTS BUILDING SETBACKS FRONT YARD SETBACK (RINEHART RD.) SIDE YARD SETBACK (TOWNE CENTER BLVD) SIDE AND REAR YARD SETBACK LANDSCAPE BUFFER (RINEHART RD.) LANDSCAPE BUFFER (TOWNE CENTER BLVD.) SIDE AND REAR YARD LANDSCAPE BUFFER OPEN SPACE REQUIREMENTS OPEN SPACE REQUIRED OPEN SPACE PROVIDED 3. OUTDOOR STORAGE/DISPLAY AREAS 50 FT. 20 FT. 20 FT. 25 FT. 15 FT. 10 FT. 20% 55% (18.02 ACRES) DISPLAY AREAS WILL BE PAVED FOR NEW AND USED VEHICLE SALES - SEE PLAN. 4. PROPOSED ON -SITE OFF SITE VEHICLE CIRCULATION, PARKING, AND PEDESTRIAN CICULATION SEE PLAN 5. LANDSCAPING PLAN SEE LANDSCPAING PLAN 6. IRRIGATION PLAN SEE IRRIGATION PLAN 7. EXISTING TREE PROTECTION NO EXISTING TREES TO BE PROTECTED 8. STREET GRAPHICS AND OUTDOOR LIGHTING A SIGN WILL BE LOCATED AT THE INTERSECTION OF THE PROPOSED PRIVATE DRIVE AND TOWNE CENTER BLVD. A SECOND SIGN IS REQUESTED ALONG RINEHART RD. THE SIZE OF ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD DEVELOPMENT CODE. ALL OUTDOOR LIGHTING WILL BE IN ACCORDANCE WITH THE CITY OF SANFORD LAND DEVELOPMENT CODE AND WILL BE SIMILAR TO SURROUNDING DEVELOPMENTS 9. PUBLIC AND SEMI-PUBLIC AND FACILITIES. NO STREET RIGHT OF WAYS ARE PROPOSED A UTILITY EASMENT IS PROPOSED AS SHOWN ON THE PLAN 10. POTABLE WATER SUPPLY AND WASTEWATER DISPOSAL POTABLE WATER WILL BE SUPPLIED BY A CITY OF SNAFORD 16" WATER MAIN LOCATED ALONG TOWNE CENTER BOULEVARD. ADEQUATE CAPACITY IS AVAILABLE TO SERVE THE PROJECT DEMANDS. WASTEWATER WILL BE DISPOSED OF VIA AN ONSITE COLLECTION SYSTEM AND FORCE MAIN. THE FORCE MAIN WILL CONNECT TO A SEMINOLE COUNTY 16" FORCE MAIN. ALL ONSITE IMPROVEMENTS WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNER. 11. FIRE PROTECTION SEE UTILITY PLAN 12. RECLAIMED WATER SYSTEM. IRRIGATION SYSTEM WILL CONNECT TO A CITY OF SANFORD 8" RESUSE MAIN. SEE LANDSCAPE PLAN FOR DETAIL. 13. SOLID WASTE DISPOSAL AND SERVICE EQUIPEMENT SEE PLAN FOR DUMPSTER LOCATION. ALL ENCLOSURES WILL BE SCREENED BY A 6' MASONRY WALL. 14. PROPOSED TOPOGRAPHIC ELEVATIONS AND PRELIMINARY DRAINAGE PLAN. SEE PAVING GRADING AND DRAINAGE PLAN RETENTION WILL BE VIA AN EXISTING PERMITED STORMWATER TREATMENT POND. 15. CONCURRENCY MANAGEMENT ALL CONCURENCY ISSUES HAVE BEEN ADDRESSED BY THE SEMINOLE TOWN CENTER PD. TRAFFIC CIRCULATION BASED ON ITE TRIP GENERATION FOR 50,000 SQ.FT. NEW CAR SALES AVERAGE DAILY TRIP: P.M. PEAK HOUR GENERATION: ANTICIPATED WATER AND WASTEWATER NEEDS: WATER-12,000 GPD WASTEWATER - 10,200 GPD 16. ELEVATION DRAWINGS SEE ARCHITECTURAL PLANS NOT FOR CONSTRUCTION UNLESS S/GNL D/ ND SEALED Rc GISTRA RON NO. DA TE• �!) /Z. � /' W v W Q 0 N <o h v cfl t o Lo Lo � U O a� 4- O o Cy > r i LL1 oo F-- � w U O U V) ) . �' I W N w U QLIJ Q d- � C, Q L.1j cf) V) O a) o L- (n O o '� L° O ° -Q c � � c a ° O RECEIVED AUG 10 2005 REVISION PERIYIIT It F�/ — / J� T� DATE PROJECT ADDRESS r CONTRACTOR cz Z PRONE # �v � � c _ � FAX # Xg DESCRIPTION OF REVISION]-,/ ,mac ��--�'/1% /I�'/�i�ll,,�'�C�I io �'✓ UTILITY DEP r- /G ✓�j// FIRE PREVENTION O 1 C> PLANNING BUILDING � PERMIT #OS -1140 PLANS REVIEWED CITY OF SANFORD OFFICE 1 + R Johnson Industries 5944 Peachtree Corners E Norcross, GA 30071 David Maus Toyota SCALE SHEETI 3/3211" = 1 ' VEHICLE EXHAUST DATE, EXTRACTION 08/04/05 SYSTEM APPROVAL: SALES REP, _______ CAD DESIGNER, PROJECT MANAGER G. Mills SYSTEM 6 .m� 460V, 31PH, 4.3 FLA FOR ROOF MOUNTED VEHICLE EXHAUST EXTRACTION BLOWER. MAGNETIC STARTER BY JOHNSON INDUSTRIES DISCONNECTS 8 FINAL CONNECTIONS BY OTHERS. OF-PS-V UNIT 9-REQUIRED 8" PITCH ----- 1" in 40' TYPICAL UNDERGROUND VEHICLE EXHAUST EXTRACTION LAYOUT - SINGLE BRANCH �v 1 v- I "I VVI.I. I --IY U I OTHERS. 10" 12" AIR DISCHARGE BD- I I BLOWER 0 — 1-1 Z WO TRANSITION FROM SDR 35 TO 22 GAUGE METAL CLEAN OUT DUCTING THRU ROOF TO PLENUM BLOWER RISER DUCT �I FINISHED SDR 35 PIPE FLOOR BACKFILL UNDERFLOOR DUCT WITH A MINIMUM OF 12" OF GRAVEL TRUNK DUCT - SDR 35 PIPE PITCH — V in 40' DRY SUMP WELL WITH SEALED BOTTOM DETAIL - VEHICLE EXHAUST EXTRACTION SYSTEM RISER AND CLEAN OUT DETAIL. NOT TO SCALE BACKFILL UND DUCT WITH A N OF 12" OF GRA LOOR FITTING FINISHED FLOOR I DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT TYPICAL INSTALLATION NOT TO SCALE JF TRENCH DIMENSION "A" 19" MIN. 22" MAX. 8" MIN. SAME MEASUREMENT AS ESTABLISHED FOR HEIGHT ADJUSTMENT"A" STALL CIL FLOOR FITTING EXHAUST FINISHED FLOOR S.STRAPINCLUDED S SADDLE rG-30l40 GUIDE ADAPTER AIR FLOW PITCH 1" S.STRAPSINCLUDED DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT NOT TO SCALE Fire Final /nSp_ Dept. Date O � AUG 1 �� ENGINEER: MOLYET ENGINEERING LLC-P.E.041509 MECANICAL CONTRACTOR: HMR FABRICATION,INC.- CSC-056670 H FAB, ICA INC. YANt AC7Lft OF CUMM y, PII01� ('.Ni) 74*--*.W FAX (3!d) 740 -97,, A10LYET ENGINEERING LLC 1060 EAST INDUSTRIAL DRIVE, STE, W ORANGE CITY, FL 32763 PE04mg CERT. OF AUTH. M.; MAY 1 7� PLANE REVIEWED CITY OF SANFORD FACILITY Johnson Industries 5944 Peachtree Corners E Norcross, GA 30071 David Maus Toyota 8.8 'SCALE I SHEET; 3/32"" = 1 ' VEHICLE EXHAUST q9 - - DATE, EXTRACTION 05/06/05 SYSTEM APPROVAL: SALES REP, _______ CAD DESIGNER, PROJECT MANAGERI G. MIAs D.9 - E ---- F�- O 8.4 1 I 1 I I I 8 I ! I I ' I I 460V, 3PH, 4.3 FLA FOR ROOF MOUNTED 460V, 3PH, 4.3 FLA,FOR ROOF MOUNTED VEHICLE EXHAUST EXTRACTION BLOWER. VEHICLE EXHAUS EXTRACTION BLOWER. ! MAGNETIC STARTER BYJJOHNSON IND STRIES MAGNETIC START R BY JJOHNSON INDUSTRIES ' I DISCONNECTS 8 FINAL CONNECTIONS BY DISCONNECTS 8 I]INAL CONNECTIONS BY ! I OTHERS. OTHERS. ' I I ! I ! ' I I ! I ! I I i ' I I H—--------------------- -----—-—----—-—-—-—-- ------------------------------------1------- � I I 111-PS-30 UNIT 9-REQUIRED 8" 10" PITCH ----- 1" in 40' 12" AIR DISCHARGE TYPICAL UNDERGROUND VEHICLE EXHAUST EXTRACTION LAYOUT - SINGLE BRANCH BO-11 BLOWER CLEAN OUT PLENUM RISER DUCT SDR 35 PIPE BACKFILL UNDERFLOOR DUCT WITH A MINIMUM OF 12" OF GRAVEL TRUNK DUCT -SDR 35 PIPE PITCH — I'm 4n, DRY SUMP WELL WITH SEALED BOTTOM TRANSITION FROM SDR 35 TO 22 GAUGE METAL DUC'ING THRU ROOF TO BLOWER JFINISHED FLOOR DETAIL - VEHICLE EXHAUST EXTRACTION SYSTEM RISER AND CLEAN OUT DETAIL. NOT TO SCALE BACKFILL UNDERFLOOR DUCT WITH A MINIMUM OF 12" OF GRAVEL 705 7.1 7 6.6 6 5.5 5 4 ! i I ! I ! � I � ----------- '------------�--------- I I I O ! I ! ! I z.3 '--- -------------------------------------------- - - - - -- I I I I , O !O I ' I ! I , --------- o-----------------------------°°--------- I I I I I ! ! ! I I °---------- A.4° I ---- ------- ---------- I oo - - - - - - - - - °I I I I I I I I 1 A.6-------�--- o ------ ,-------------------------- °------- o ! ! ! I I ! I ► _ I ° ! ! I i I I ! 1 ! I ° a LOCA 710N OF I SERWC£ DOOR PUSH BUTTONS I I i II I I I I FINISHED FLOOR PITCH 1" IN 40' Km 460V, 31PH, 4.3 FLA FOR ROOF MOUNTED ; VEHICLE EXHAUST EXTRACTION BLOWER. MAGNETIC STARTER BY JOHNSON INDUSTRIES DISCONNECTS 8 FINAL CONNECTIONS BY OTHERS. I ! , , I I I I I I , ----------- ------------------ ----- ! I ! LOOR FITTING TRUNK DUCT - SDR 35 PIPE DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT TYPICAL INSTALLATION NOT TO SCALE BOTTOM OF TRENCH DIMENSION "A" 19" MIN. 22" MAX. 8" MIN. SAME MEASUREMENT AS ESTABLISHED FOR HEIGHT - ADJUSTMENT "A" STALL CIL LOOR FITTING FINISHED FLOOR S.STRAPINCLUDED I r—PS SADDLE EXHAUST GUIDE ADAPTER AIR FLOW PITCH 1" IN 40' .S. STRAPS or TECH SCREWS DETAIL - VEHICLE EXHAUST EXTRACTION FLOOR PORT NOT TO SCALE I TOYOT< E L AF1ER KI TOYOTA 96.4 - DfSPLA X-FIXTURE TOYOTA 96.3 - H-FIXTL7 — / II I I. - ! TV -E-�-: NIOLYET ENGINEERING LLC 1060 EAST INDUSTRIAL DRIVE, STE. W ORANGE CITY, FL 32763 PE041509 CERT. OF AUTH. #(0109855 s 18 --3' CJC A 61 18 C rB2 D �4J5 qb J8 SPECf AL TOOLS J- 15i E 114 B3 F TECH. J1 J2 J3 J4 J4 J7 J7 J7 R J8 PARTS J9 J10 J10 J10 J10 J11 1E M B4 G 55'3" O.D. OF BASE PLATES 54'4' CIC 1 T-10" C/C 136 J J12 J13 J14 J15 J15 J16 J17 J17 J17 J17 J18 J19 J19 J19 J19 J20 L OGKE R ROOM 171 TECH. MEN 151a TECH. WOMEN 10 1.1 TYPICAL BEAM & JOIST CONNECTION SNIFFING/ RECEIVING 162 n K B7 L 88 M��,'��gg B9 ���,��33 ,,',�aaN - 44 44 - -- 43 43Q - - 434 - - 42 42l , 42 42 - 42 43U q ` 43 43a C*4 J12 J13 J14 J15 J15 J16 J17 J17 J17 J17I J18 J19 J19 J19 J19 J20 S io 810 Be 4'-t0' B9 U C3 to J21 J2 J7. O B11 R ❑ J15 J15 J1e J17 J17 J17 117 J18 VA' CIC J24 m r J18 /3 J19 J19 J19 J20io N / �34� S T I U YAM B12 I B13 B14 6' SWING GATE I - 10'-11' GC 1T-10" C/C 18'-3' C/C 4T C/C 48' O.D. OF BASE PLATES ISKIIJUINU VIEW FROM UNDERSIDE OF MEZZANINE BRIDGING IS REQUIRED TO PREVENT THE JOISTS FROM TWISTING. THE INSTALLOR HAS TO ATTACH THE BRIDGING CHANNELS USING TEK SCREWS BENEATH THE JOISTS AT THE LOCATIONS SHOWN ON THE INSTALLATION PLAN. THE BRIDGING CHANNELS HAVE PRE -PUNCHED HOLES FOR AN EASY FIT UNDER THE JOISTS. R V 5 a w m 'o 0 BRIDGING STEEL DECK / -\ A-\ T Kl Ail. A7-1& A--k xT A-h !T /T /7A rn /-A 0 0 JOISTS 0 0 0 0 0 0 0 0 6 0 0 0IL 0 o 0 \ BRIDGING ° . ' • . ° • . ' i ° ° • CONCRET&OUNDATION GENERAL NOTES Thank you for purchasing a COGAN product. Please read CAPACITY: 125 LBS./SQ.FT/ U.D.L. this information sheet, it will help you obtain the most from Joist & Beam Schedule [Fy = 50ksi] Column Schedule CLEAR HEIGHT: 8' 1" your investment. Should you encounter any problems or Maximum Maximum Maximum TOP OF STRUCTURE: 9' 5" need an assistance, call our hot line number. Toll free y Joist or unfactored unfactored shear, Maximum Maximum unfactored TOP OF FLOOR 9' 6" TYPE OF FLOOR: 1" x 1/8 " BAR GRATING (PAINTED BLACK) 1-800-567-2642 Beam Size moment, M [ft-k] V [k] deflection [in] Base Plate unfactored axial moment at base, J1 C14 x 8.1 9.93 2.22 0.28 Column Size Fy_ 50ksi] [ Fy_ 44ksi] [ load, P k] [ M ft-k] [ 2 STAIRCASES 31' " FIRST EXAMINE THE DRAWING (S) RISER HEIGHT: 6J, (OPEN TYPE) The drawing(s) provide details of your order J2 C14 x 9.3 19.86 4.43 0.50 A HSS 5"x5"x1/8" 10"x10"X3/4" 11-04 5.85 TREADS:12'X42"EMBOS ENVIRONMENT) (COGAN COGANMezzanines, COGAN Partitions, B HSS 5"x5"x1/8" 10"x10"x3/4" 9-81 5.20 TREAD DEPTH: 11 i COGANGuardrails). Please study them carefully, if no J3 C14 x 9.3 19.79 4.42 0.50 corrections are required, please sign, approve, date and J4 C14 x 8.1 19.71 4.40 0.56 C HSS 5"x5"x1/8" 10"x10"x3/4" 9.80 5.20 125 LNR.FT. OF HANDRAIL [TWO RAIL] INCLUDES TWO W CHAIN GATES return one copy. This procedure forms part of the sales 125 LNR.FT. OF KICKPLATE Agreement. The dealer and/or client are responsible for all J5 C8 x 5.4 0.97 0.97 0.01 D HSS 5"x5"x1/8" 10"x10"x3/4" 11.04 5.85 FINISH: ALL COMPONENTS ARE GREY POWDER COAT, EXCEPT final dimensions and specifications. J6 C8 x 5.4 0.97 0.97 0.01 E HSS 5"x5"xl /8" 10"x10"x3/4" 11.06 5.18 HANDRAILS & BRACES ARE SAFETY YELLOW EXPECTED DELIVERY DATE J7 C14 x 9.3 19.77 4.41 0.50 F HSS 5"x5"x1/8" 10"x10"x3/4" 11.06 5.18 IMPORTANT THE LOAD APPLIED ON THE FLOOR BY A POST IS 46,380 LBS. Upon receipt of the approved drawing(s), your order will J8 C14 x 8.1 9.89 2.21 0.28 G HSS 6"x6"x3/16" 12"xl2"x3/4" 22.12 10.90 (NON -FACTORED). THE CAPACITY OF THE SLAB AND/OR FOUNDATION MUST BE be prepared for fabrication. You will be advised of the expected delivery date (please allow one week). A more AC10 x 6.7 11.78 3.39 0.45 H HSS 6"x6"x3/16" 12"x12"x3/4" 40_84 8.51 VERIFIED BY THE CLIENT AND/OR THE OWNER. -MEZZANINES ARE DESIGNED IN ACCORDANCE WITH THE AISC exact shipping date will be given as your order - approaches its final fabrication stage and quality control J10 C10 x 6.7 11.66 3.35 0.45 I HSS 6"x6"x3/16" 12"x12"x3/4" 40.84 8.51 - STANDARDS. ALL CONNECTIONS USE ASTM A325 BOLTS. checks. An delays b Cogan in delivering the product Y Y Y 9 9 J11 C10 x 6-7 11.79 3-39 0.45 J HSS 6"x6"x3/16" 12"x12"x3/4" 22.12 10.90 - that are due to suppliers lead times or to any cause beyond Cogan's reasonable control shall not give rise to J12 C14 x 8.1 10.03 2.23 0.29 K HSS 6"W'x3/16" 12"x12"x3/4" 22.17 10.92 - liability and shall not affect the binding character of this J13 C14 x 9.3 20.05 4.45 0.51 L HSS 6"x6"x3/16" 12"x12"x3/4" 43.84 7.8ti agreement. This agreement is part of a firm order for the product, J14 C14 x 9.3 19.98 4.44 0.51 M HSS 6"x6"x3/16" 12"x12"x3/4" 43.84 7.88 - which is NON -CANCELLABLE, NON -RETURNABLE unless agreed upon by Cogan. A storage fee will be IMPORTANT NOTE N HSS 6"x6"x3/16" 12"x12"x3/4" 22.17 10.9:i J15 C14 x 9.3 19.89 4.42 0.50 _ applied if the client cannot, for an reason, accept the PP Y P O HSS 5"x5"x3/16" 10"x10"x3/4" 18.19 8.81 product on the given delivery date. The material is the J16 C14 x 8.1 19.71 4.38 0.57 - REVIEW OF APPROVAL DRAWINGS property of Cogan until fully paid. J17 C14 x 8.1 19.50 4.33 0.56 P HSS 6"x6"x3/16" 12"x12"x3/4" 42.58 7.8"- ALL DIMENSIONS INDICATED ARE COLUMN Q HSS 5"x5"x1/8" 10"x10"x3/4" 2.35 1.25 CENTER -TO -CENTER MEASUREMENTS. LOCAL CODES and REGULATIONS J18 C14 x 8.1 19.73 4.39 0.57 Due to the variation of safety codes between regions it is J19 C14 x 9.3 19.95 4.43 0.51 R HSS 5"x5"x1/8" 10"x10"x3/4" 5.62 1.4� - THE CLIENT AND/OR OWNER SHALL BE the responsibility of the purchaser and/or end user to RESPONSIBLE FOR ALL QUANTITIES AND ensure that the product complies with all the respective J20 C14 x 8.1 9.98 2.22 0.29 S HSS 5"x5"x1/8" 10"x10"x3/4" 6-52 3.46 _ DIMENSIONS INCLUDING THE VERIFICATION OF, Electrical, Fire, Seismic, or Safe Codes, which influence �' T HSS 5"x5"x3/16" 10"x10"x3/4" 17.47 6.13 AND COORDINATION WITH FIELD CONDITIONS. THE its use and installation. J21 C8 x 5.4 2.79 1.17 0.10 CLIENT AND/OR OWNER SHALL VERIFY ALL The purchaser and/or end user must arrange for the J22 C8 x 5.4 5.59 2.35 0.19 U HSS 5"x5"x3/16" 10"x10"x3/4" 21.92 5.48 - CRITICAL DIMENSIONS AND CONDITIONS OF appropriate installation and testing of the Cogan product EXISTING CONSTRUCTION THAT RELATE TO THIS such that all State, Provincial or Local Safety codes are J23 C8 x 5.4 5.57 2.34 0.19 V HSS 5"x5"x1/8" 10"x10"x3/4" 11-09 5.88_ MEZZANINE PROJECT PRIOR TO MANUFACTURING. respected. COGAN MUST BE NOTIFIED IN WRITING OF ANY If necessary, the purchaser must obtain State, Provincial J24 C8 x 5.4 4.45 2.09 0.12 ELEMENTS FOUND TO BE INCONSISTENT OR NOT or Local permits before using the Cogan product and that B1 DC16 x 10.3 48.41 8.83 0.45 COMPATIBLE WITH THE DETAILS INDICATED BY these permits are to be obtained at the purchaser's THESE APPROVAL DRAWINGS. expense. B2 DC16 x 10.3 48.33 8.83 0.45 B3 DC14 x 8.1 35.85 6.70 0.51 THE CLIENT AND/OR OWNER MUST SUBMIT SIGNED THE JOB SITE Your order has been designed to suit your specific (APPROVED) DRAWINGS PRIOR TO THE START OF 64 W14 x 30 103.51 18.89 0.64 THE MEZZANINE PRODUCTION. requirements. Extra care has been taken to ensure that the components have been fabricated for ease of B5 W14 x 26 87.70 16.39 0.62 THE CLIENT AND/OR OWNER SHALL BE installation. The drilling off some holes on the job site may 136 W14 x 30 103.35 18.88 0.64 RESPONSIBLE FOR THE BUILDING CLASSIFICATION be required, this is normal and considered part of the field ON ALL CONSTRUCTION AND WARRANT THAT ALL work. Refer to the installation procedures on the 137 W14 x 30 103.75 18-93 0.64 CONSTRUCTION SHALL BE GOVERNED BY THE drawing(s) supplied with the shipment. B8 W14 x 30 98.92 18.49 0.58 LATEST EDITION OF THE STATE BUILDING CODE (INCLUDING ANY REVISIONS OR ADDENDAS) IF YOUR ORDER HAS MISSING PARTS B9 W14 x 30 103.59 18.92 0.64 AND/OR WITH ANY OTHER APPLICABLE CODE OR Please call the TOLL -FREE assistance hot line number REQUIREMENTS OF ALL AUTHORITIES HAVING listed above. Have your drawing(s) and parts missing list B10 W16 x 26 93.66 17.58 0.55 JURISDICTION. on hand when you call. Our engineering department will take your call and see that missing parts are shipped B11 C8 x 5.4 4.: i 1.17 0.07 immediately. B12 C12 x 7.4 16_C,9 4.42 0.25 GENERAL INSTALLATION DETAILS IF YOUR ORDER HAS SHIPPING DAMAGE OR B13 DC14 x 9.3 46.37 8.67 0.58 FINAL SPECIFICATIONS DEFECTIVE PARTS B14 DC16 x 10.3 48.56 8.87 0.45 INSTALLATION PLAN IS BASED ON SPECIFICATIONS, Every order is inspected and in good condition prior to DIMENSIONS, AND APPROVAL OF DEALER AND/OR shipment from the Cogan plant. If received in a condition CLIENT. REVIEW DRAWINGS CAREFULLY BEFORE which is less than satisfactory or if you discover a defect INSTALLATION. that will require service or adjustment, first note the damage on the freight bills, call dealer immediately and BASE PLATES report the problem. BASE PLATES OF COLUMNS, ADJACENT TO WALLS OR OTHER STRUCTURES, ARE PLACED AT Note: COGANMezzanines are designed around specific DISTANCE OF 1" FROM THAT OBSTRUCTION. THAT working loads and products dimensions. Do not change DETAIL, IN GENERAL, IS OMITTED FROM THE DETAIL the product design to correct a problem unless first DRAWINGS AS WALLS OR OBSTRUCTIONS COULD authorized by a Cogan engineer. Cogan will not accept BE BUILT AFTER THE INSTALLATION PLANS ARE back charges for any corrections made by the purchaser DEVISED. unless approved by the manufacturer. ANCHOR BOLTS TRANSPORT CARRIER ANCHOR BOLTS ARE NOT SUPPLIED BY COGAN AND Unless specified, Cogan will ship your order the best and ARE THE RESPONSIBILITY OF THE INSTALLER and/or most economical way. Please allow for normal delivery DEALER. time. It is recommended that the installation be scheduled once the product has been received and shipment has BOLT TIGHTENING been inspected, as deliveries can be delayed in transport. BOLTS ARE INSTALLED IN PROPERLY ALIGNED Cogan will not be responsible for the time installers wait HOLES, BUT NEED ONLY BE TIGHTENED TO THE for shipment. SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT Again, thank you for purchasing a Cogan product. We EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM hope our Product continues to bring you the satisfaction it CONTACT. THIS MAY BE OBTAINED BY AN IMPACT was designed for. WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. Please return one copy of the approved drawing(s). IT SHOULD BE VERIFIED DURING ACTUAL INSTALLATION IN THE ASSEMBLED STEELWORK THAT THE WRENCH ADJUSTMENT SELECTED BY THE CALIBRATION DOES NOT PRODUCE A NUT OR BOLT HEAD ROTATION FROM SNUG TIGHT GREATER THAN 1/3 TURN. J U L 2 g WHEN SECURING ALL HARDWARE, MAKE SURE FOR MORE INFORMATION THAT END OF BOLT IS FLUSH WITH FACE OF NUT. IF BOLT DOES NOT EXCEED PAST THE FACE OF THE Please visit us at: NUT. RECHECK INSTALLATION DETAIL FOR TYPE OF HARDWARE REQUIRED TO MAKE THE CONNECTION. www.coganitd.com START INSTALLATION FROM EDGE OF CHANNEL OR FROM WALL (AS REQUIRED). ROW 1 ROW 2 ROW 3 ROW 4 ROW 5 BAR GRATING IS NOT RECOMMENDED FOR USE WITH PALLET JACKS OR CARTS, AS THE WHEELS CAN GET CAUGHT IN THE SPACES OF THE GRATING. i6e BAR GRATING INSTALLATION CHANNEL INSTALL THE BAR GRATING STARTING WITH ROW 1. THE LENGTH OF THE BAR GRATING IS INDICATED ON THE INSTALLATION PLANS. CONTINUE THE INSTALLATION AS INDICATED ON THE PLANS. THE INSTALLATION OF BAR CUPS ON ALL JOISTS, AT MAXIMUM SPACING OF 18', LIMITS THE ROTATION OF THE JOISTS WHEN LOADED. FASTEN THE CI IFS I ICIN!_ CFI C.TADDIw^_ a]•.�} APPROVED BY: SIGNATURE: DATE: CQganMezzanines PROJECT MAW David Maus Toyota CC ENT NAME DRAWING•: Radford Storage Systems 4662 SUN 2 0 Z005 SCALE DATE DRAWN VERiED REV IS ON PAUE BY N.T.S. 2005/05/31 �NDR "' 1 1/1 -- .___J--- ,- _ 4 - ; _. _ - - - e a J / //f !i " 1.Ji �� f-,,. Y f.{f; (!i ) "'111 F2 fSN J Y fi / r tx f r, filer /? TOY TA PAVID MAUS �5 /w� ,d (! f t� / tf .. , , , r. . I I / � ., .1. .,.. F J, t I .. . . - . s�/ r" . f, - - - t. !f i'll , .n �h CION` r r '/.',^ ! .-Al I F x �:< $ - \fir litY s-J r ! •. ��- tk�, /1{<YqY G Sj ! i j 'Ik^: r.r rfcj f J n 'K :r 5•. t }•!••.. - ,N' ei" Yx, j) ` }"tS 3 )f lsit ! Y / .<hi hy'f,! /. .f^•i., '}5Y, }L ,9':'"-, f}r: J s,t 4, r. f r, is r7. d ! r 7. ..G s / E , ,/ n_ 3 „%' f .. ✓, „ rd•., lbyt. 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I.1. r t. t r' < , - J X . --- �' __-] - 1­11, ,� I I ., � r , ,�� - , � , I- I : I 1-::" , I � I. 11 " plin 1� I F , I 1� , IT, I I I , il.� I ,( , ;" �- I , ,, � �� �vvne - = ent�� �:ou evar it of _Sanf r = eminol - - - _ - - - - - - -- - - - - - - - -- - - - location map: r drawing symbols: DETAIL NUMBER (;ACSHEET NUMBER ELEVATION a5.1 SYMBOL DETAIL SECTION WALL SECTION = F=---_J 11 90� / - � N f A COLUMN NUMBER ENLARGED DETAIL ( ) 1 1 SEE KEY FOR a9.1 1 ) LOCATION --/ HANDICAP ACCESSIBLE SYMBOL A REVISION NUMBER ONOTE KEY ____, -•- BREAK LINE BUILDING SECTION � CENTER LINE a6.1 a6.1 rL TOP OF PARAPET VERTICAL DIMENSION RELATIVE TO FINISH ELEV.-16'-®' AF.S. SLAB abbreviations: -DETAIL NUMBER 3 <4 a9. SHEET NUMBER W A.D. AREA DRAIN ELEC. ELECTRICAL INSUL. INSULATION A.F.F. ABOVE FINISH FLOOR EQ. EQUAL INT. INTERIOR A.F.S. ABOVE FLOOR SLAB EQPT. EQUIPMENT JBOX JUNCTION BOX ARCH. ARCHITECTURAL EXT. EXTERIOR MAX. MAXIMUM BD. BOARD F.D. FLOOR DRAIN MECH. MECHANICAL BLDG. BUILDING F.E. FIRE EXTINGUISHER MIN. MINIMUM BM. BEAM F.F.E. FINISH FLOOR ELEVATION M.O. MASONRY OPENING B.O. BOTTOM OF FIN. FINISH MTD. MOUNTED BRG. BEARING FL. FLOOR MTL. METAL CAB. CABINET FTG. FOOTING NIA NOT/APPLICABLE CL. CLOSET FURR. FURRING N.C. NON-COMBUSTIBLE CLG. CEILING GA. GAUGE N.I.C. NOT IN CONTRACT CLR. CLEAR GEN. GENERAL O.C. ON CENTER C.M.U. CONCRETE MASONRY UNIT GFI GROUND FAULT INTERRUPT O.H. OVERHEAD COL. COLUMN G.W.B. GYPSUM WALL BOARD OPP. OPPOSITE CONC. CONCRETE GYP. GYPSUM P/L PROPERTY LINE D.F. DRINKING FOUNTAIN H.B. HOSE BIBB 11? PLATE DIA. DIAMETER H.M. HOLLOW METAL PR. PAIR DN. DOWN HT. HEIGHT PTD. PAINTED EX. EXISTING HTR. HEATER R.D. ROOF DRAIN EA. EACH HN.A.C. HEATINGNENTILATION/ REQ'D. REQUIRED E.F. EXHAUST FAN AIR CONDITIONING REV. REVISION OR REVISED R.O. ROUGH OPENING R.S. REMOTE SENSOR R.T.U. ROOF TOP UNIT S.A.B. SOUND ATTENUATION BAIT S.F. SQUARE FOOT SIM. SIMILAR SPEC. SPECIFICATION S.S. STAINLESS STEEL S.T. SAND TRAP STL. STEEL STRUCT. STRUCTURAL SUSP. SUSPENDED T,O, TOP OF T.S. TUBE STEEL TYP. TYPICAL V.C.T. VINYL COMPOSITION TILE V.T.R. VENT THROUGH ROOF W.H. WATER HEATER owner: Automotive Investment Group, Inc. P.O. Box 16460 Phoenix, AZ, 85011 (ph) 602.230.1051 (f) 602.230.2826 Project Contacts: Michael Pacheco architect: The Zenner Group, Inc. 818 Marietta Street, NW Atlanta, Georgia 30318 (ph) 404.881.8370 (f) 404.881.8173 www.zennergroup.com Project Contact: David Zenner, Susan Colgan I contractor: I civil engineer: PEC/Professional Engineering Consultants, Inc. 200 East Robinson Street Suite 1560 Orlando, Florida 32801 (ph) 407.422.8062 (fx) 407.849.9401 Contact: Rick Merkel, Jeff Banker structural engineer: Palmer Engineering 3584 Habersham @ Northlake Tucker, GA 30084 (ph) 770-908-9908 (f) 770-908-9919 paimereng@mindspring.com Project Contact: Baku Patel, Ben Clemens mep engineer: Morris E. Harrison & Associates, Inc. 6825 Jimmy Carter Boulevard Suite 1180 Norcross, GA 30071 (ph) 770-441-0019 (fx) 770-447-6918 dlu@mehaeng.com Project Contact: David Lu > I I I 1 8 9 M general notes: ALL L60RK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES ENFORCED BY THE CITY OF SANFORD, STATE OF FLORIDA. A.I.A. DOCUMENT 17010991) 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' 16 HEREBY MADE PART OF THESE CONTRACT DOCUMENTS TO THE SAME EXTENT AS IF BOUND HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING REQUIRED BUILDING, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER APPLICABLE CONSTRUCTION PERMITS FOR ALL PHASES OF WORK PRIOR TO START OF CONSTRUCTION AND SHALL PROVIDE USE OCCUPANCY PERMIT AT COMPLETION OF THE PROJECT. CONTRACTOR SHALL SUBMIT PLAN OF CONSTRUCTION SEQUENCE TO THE CUNER 4 ARCHITECT PRIOR TO BEGIMYIING CONSTRUCTION ubRK. THE CONTRACTOR'SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS AND SHALL REQUEST CLARIFICATION, OR DIRECTION, PRIOR TO START OF WCIQ< AND IN SUFFICIENT TIME FOR ARCHITECT TO RENDER A DECISION WITHOUT DELAYING PROGRESS. DO NOT SCALE DOCUMENTS. REFER TO WRITTEN DIMENSIONS OR SPECIFICATIONS OELOW FOR DETAILED INFORMATION. SPECIFICATIONS SHALL HAVE PRECEDENCE OVER DRAWINGS. LARGE SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER :SCALE DRAWINGS. DIMENSIONS INDICATED ARE FROM FINISH FACE OF INTERIOR PARTITIONS AND COLUMN LINES, AND TO FACE OF EXTERIOR AND BEARING WALLS UNLESS OTHERWISE NOTED ON PLAN. CLEAR DIMENSIONS ARE NOTED WHERE THEY ARE CRITICAL AND MUST BE MAINTAINED. VERTICAL DIMENSIONS TO FLOOR ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED. DETAILS ARE KEYED ONLY ON THE PLANS OR ELEVATIONS AND ARE TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED. 'TYPICAL' MEANS SIMILAR OR IDENTICAL FOR ALL LIKE CONDITIONS UNLESS OTHERWISE NOTED. 'ALIGN' MEANS SIMILAR COMPONENTS OF CONSTRUCTION (WALLS, JAMBS, ETC.) SHALL ALIGN ACROSS VOIDS AND FACES OF DISSIMILAR ITEMS SHALL FALL IN THE SAME LINE AS INDICATED. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE INSTALLATION OF;ALL.DUCT40RK, PLUMBING LINES AND;SPRNKI_ER LINES TO AVOID INTERFERENC(= OF THE YARIOIJS-gl'STE1"I.v lllgi4 bNE (i1N01'HER i4N' wU ` T_ E tRUCTURE OF THE 'BUILDING. - - ` _ FIELD CHANGES REQUESTED BY THE OWNER OR ARCHITECT MUST BE PRICED BY THE CONTRACTOR AND AUTHORIZED BY CHANGE ORDER PRIOR TO IMPLEMENTATION. SOME CHANGES MAY AFFECT THE COMPLETION DATE AND PRICING. CONTRACTOR SHALL SUBMIT TO ARCHITECT ORDER CONFIRMATIONS WITH DELIVERY DATES OF ITEMS REQUIRING LONG LEAD TIMES, ALL REQUESTS FOR SUBSTITUTION OF ITEMS SPECIFIED SHALL BE 5U8MITTED TO THE ARCHITECT IN WRITING AND WILL BE CONSIDERED ONLY IF IMPROVED SERVICE MORE ADVANTAGEOUS DELIVERY DATE OR LOWER PRICE (WITH CREDIT TO TH:E OMER) ARE PROVIDED WITHOUT 5ACRIF/CING QUALITI; APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL IT BE THE ARCNITECT'S RE5PON5181LITY TO PROVE THAT A PRODUCT PROP05ED FOR SUBSTITUTION IS OR 15 NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL ITEMS AND REQUIREMENTS TO THE OUNER'S DESIGNATED REPRESENTATIVE. SHOP DRAWING5 SHALL INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWING AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. FABRICATION SHALL BEGIN C•NL Y AFTER RECEIVING APPROVED SHOP DRAWINGS. SUBMITTAL OF SHOP DRAWINGS FOR APPROVAL IS REQUIRED PRIOR TO CONSTRUCTION OF ANY BUILT-IN CASEWORK OR 5HELVING, SUBCONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING Oil"IEN81ONe FOR BUILT-IN UNIT5, MATERIALS AND WOFR<MANSHIP ARE TO CONFORM TO THE MATERIALS AND W0I;;KMAN6HIP REQUIREMENTS OF THE SPECIFIGATIONS. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATICN5. EQUIPMENT AND APPLIANCES: CONTRACTOR SHALL PROVIDE AND INSTALL EQUIPMENT AND/OR APPLIANCES SPECIFIED UNLESS OTHERWISE NOTED. ALL FINISHED WIRX SHALL BE PROTECTED FROM DAMAGE AND DIRT.* ALL RUBBISH AND DEBRIS SHALL BE REMOVED DAILY. AT THE COMPLETION OF CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE GLEANING OF THE BUILDING. THIS SHALL INCLUDE THE CLEANING OF ALL HARDWARE, PLUMBING FIXTURES, GLASS AND GLAZINI'x, CASEWORK (INCLUDING INTERIOR OF CABINETS I DRAWERS), REMOVAL OF PAINT SPOTS, CLEANING AND SEALING OF ALL FLOOR MATERIALS AS RECOMMENDED BY MANUFACTURER. BUILDING SHALL BE READY FOR OCCUPANCY. OBJECTS PROJECTING FROM WALLS, FREESTANDING, OVERHEAD, OVERHANGING OBJECTS, AND OBJECTS MOUNTED ON POSTS AND PYLONS SHALL BE INSTALLED IN COMPLIANCE WITH RULE II-4.4, FLORIDA ACCESSIBILIT'r CODE. list of drawings: civil: C-1 COVER SHEET mechanical: M001 MECHANICAL SYMBOLS, LEGEND, C-2 GENERAL NOTES NOTES & EQUIPMENT SCHEDULES C-3 SITE PLAN - EXISTING CONDITIONS M002 MECHANICAL SCHEDULES C-3A SITE PLAN - PROPOSED DEVELOPMENT M003 MECHANICAL DETAILS C-4 GEOMETRIC AND PAVEMENT MARKING PLAN M004 MECHANICAL DETAILS C-5 GEOMETRIC AND PAVEMENT MARKING PLAN M110 SHOWROOM FLOOR - MECHANICAL C-6 PAVING, GRADING AND DRAINAGE PLAN M120 SERVICE SHOP- MECHANICAL , C-7 PAVING, GRADING AND DRAINAGE PLAN M210 SECOND FLOOR - MECHANICAL C-8 PAVING, GRADING AND DRAINAGE PLAN M310 ROOF PLAN - MECHANICAL C-9 �­.UTILITY PLAN C-10 PAVING DETAILS plumbing: P001 PLUMBING SYMBOLS, LEGEND, DETAILS, C-11 UTILITY DETAILS -- WATER GENERAL NOTES, AND FIXTURE SCHEDULE C-12 UTILITY DETAILS -- SEWER P002 SANITARY RISERS PLUMBING C-13 OFF -SITE TURN LANE IMPROVEMENTS P110 SHOWROOM FLOOR - SANITARY & WASTE C-14 PUMP STATION DETAILS P111 SHOWROOM FLOOR - WATER L-1 LANDSCAPE PLAN P120 SERVICE SHOP - WASTE P121 SERVICE SHOP - WATER & AIR architectural: a0.1 COVER SHEET P210 SECOND FLOOR - PLUMBING aO.2 LIFE SAFETY PLAN a2.0 OVERALL FLOOR PLANS a2.1 SHOWROOM & SECOND FLOOR FLOOR PLAN electrical: E001 ELECTRICAL SYMBOLS, LEGEND, DETAILS, a2.2 PARTS & SERVICE FLOOR PLAN GENERAL NOTES, AND LIGHTING FIXTURE SCHEDULE a2.3 SERVICE DRIVE FLOOR PLAN E002 ELECTRICAL RISER DIAGRAM a3.1 ROOF PLAN E003 PANEL SCHEDULES a3.2 ROOF DETAILS E004 PANEL AND ELECTRICAL CONNECTION SCHEDULES a4.1 SHOWROOM & 2ND FLOOR E005 SITE LIGHTING LAYOUT REFLECTED CEILING PLAN . E110 SHOWROOM FLOOR - LIGHTING a4.2 PARTS & SERVICE E111 SHOWROOM FLOOR - POWER & SYSTEMS REFLECTED CEILING PLAN E120 SERVICE SHOP - LIGHTING a4.3 SERVICE DRIVE REFLECTED CEILING PLAN E121 SERVICE SHOP - POWER & SYSTEMS a5.1 EXTERIOR ELEVATIONS E210 SECOND FLOOR - ELECTRICAL a5.2 EXTERIOR ELEVATIONS a6.1 BUILDING SECTIONS a7.1 WALL SECTIONS a7.2 WALL SECTIONS a7.3 WALL SECTIONS a7.5 SECTION DETAILS a8.1 STAIR & ELEVATOR PLANS & SECTIONS a9.1 ENLARGED FLOOR PLANS / a9.2 INTERIOR STOREFRONT ELEVATIONS �( J,� a9.3 EXTERIOR CURTAINWALUSTOREFRONT D ELEVATIONS a9.4 CASEWORK DETAILS ,--1.5 < r � �,� a9.5 PLAN DETAILS \V` . I k �'� a10.1 DOOR AND WINDOW �, it I." i LI SCHEDULES AND DETAILS - a10.2 DOOR HEAD, JAMB & SILL DETAILS a10.3 FINISH SCHEDULES ry �' cg's f 1 R ��'r .+� 1'j(,a'I f. l CIS Structural: S1.1 STRUCTURAL GENERAL NOTES & SCHEDULES V LJ,�A �� "1 �3 'a i. %J S2.1 FOUNDATION PLAN S2.2 FOUNDATION PLAN S2.3 FOUNDATION PLAN S2.4 SHOWROOM &SECOND FLOOR O1"'1I., { F�rr ROOF FRAMING PLAN S2.5 SERVICE AND PARTS ROOF FRAMING PLAN S2.6 SERVICE DRIVE & QUICK LUBE ROOF FRAMING & SECOND FLOOR ROOF FRAMING PLAN S3.1 FOUNDATION SECTIONS & DETAILS S3.2 FOUNDATION SECTIONS & DETAILS S3.3 FRAMING SECTIONS & DETAILS S3.4 FRAMING SECTIONS & DETAILS p TANS S3.5 FRAMING SECTIONS & DETAILS REVIEWED S3.6 FRAMING SECTIONS &DETAILS CITY OF SANFORD S3.7 FRAMING SECTIONS & DETAILS S5.1 BRACING ELEVATIONS & DETAILS S5.2 BRACING ELEVATIONS & DETAILS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (17 www.zennergroup.com I-ssua-n -ces: = == Design Development 10-29-03 Progress set 02-02-04 FOR CONSTRUCTION 03-22-04 ------'----- .= _- -: -r: -- --- __ __ __---___-J___.__V --------'- ------------------- -----' ._ -. -.-- -- _ --' -- . --- ---------- ------ .___._.___._ _.-.__..-----____-_-__- -_ - _= _V _ -_. _� -� . 0 - _ _ �-• O _ _ ___ rr ,, - ■, V . _ = 0 _ _. ® ___, _ -- =, __,- _.. __ _- _� -=® _, -- - - - -- ---- _ -- _ - _ --.------=------_ 7. -N _ ___�.. _- __-=_.- =-= - -- --.- -- -- - - _ --- + - _ = - _. - ^^♦ W -_,-_.�=_='= _---_------..% - '-_- - ------ _ , _ .... ''�nn - . Z_ _VJ :.._�= = - . - - . W - - _ -- - _ _ - - -W: __ _ � = -- `"i =- >77.1.7.7._=..Q - _..._....._� -'-.'.1 ­_,:"_ I W: ----�---- +=_:___:.:= - - - 77 == - -__ - � _- - :._ :: < f-_-, '�': "' ­­ ___­- _. -I:- � _- :project no -=�249004 drawn by: checked by: sheet no.: COVER SHEET a code analysis: APPLICABLE BUILDING CODES: BUILDING CODE: 2001 FLORIDA BUILDING CODE FIRE/LIFE SAFETY CODE: 2001 FLORIDA FIRE CODE/NFPA 101 LIFE SAFETY CODE ACCESSIBILITY CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE building type: life safety: CODE ANALYSIS: PER 2001 FLORIDA BUILDING CODE PER 2000 NFPA LIFE SAFETY CODE CODE ANALYSIS: PER 2001 FLORIDA BUILDING CODE PER 2000 NFPA LIFE SAFETY CODE SPRINKLER SYSTEM: FULLY SPRINKLERED MEANS OF EGRESS: (TABLE 1003.1) (TABLE 7.3.1.2) ALLOWABLE OCCUPANT LOADS: BUSINESS: 1 PERSON / 100 S.F. MERCANTILE 1ST FLOOR: 1 PERSON / 30 S.F. CONSTRUCTION TYPE: TYPE II (604) INDUSTRIAL: 1 PERSON / 100 S.F. MERCANTILE 2ND FLOOR: 1 PERSON / 60 S.F. STORAGE: 1 PERSON / 300 S.F. STORAGE: NA FIRE RESISTIVE RATING REQUIREMENTS: (TABLE 600) INDUSTRIAL: NA INTERIOR BEARING WALLS: 2 HOUR COLUMNS: 2 HOUR ACTUAL OCCUPANT LOADS: BUSINESS: 37,368 S.F./100 S.F. = 374 MERCANTILE: 29,384 S.F./30 S.F. = 980 BEAMS/GIRDERS/TRUSSES: 2 HOUR INDUSTRIAL: 24,647 S.F./ 100 S.F. = 247 MERCANTILE: 7,984 S.F./60 S.F. = 134 FLOOR CONSTRUCTION: 2 HOUR STORAGE: 6,721 S.F./300 S.F. = 23 EXTERIOR BEARING WALLS: 3 HOUR > 30 FT. HORIZONTAL SEPARATION (NO LIMITS ON OPENINGS) TOTAL: 644 OCCUPANTS TOTAL: 1114 OCCUPANTS EXTERIOR NON -BEARING WALLS: NON-COMBUSTIBLE, (NO LIMIT ON OPENINGS) MAXIMUM DEAD-END CORRIDOR: (TABLE 1004) (TABLE A.7.6.1) BUILDING OCCUPANCY TYPE: BUSINESS - GROUP 'B' (305.1.2) MERCANTILE - CLASS 'B' (36.1.4.2.1) BUSINESS - 50 FT. MERCANTILE - 50 FT. STORAGE - LOW HAZARDS-1' (312.2.2) STORAGE - LOW HAZARD (42.1.5) STORAGE - 100 FT. STORAGE - NO REQUIREMENT FACTORY/INDUSTRIAL - GROUP'F' (307.1) INDUSTRIAL -SPECIAL PURPOSE (40.1.4.1) INDUSTRIAL - 50 FT. INDUSTRIAL - 50 FT. BUILDING LIMITATIONS: MAXIMUM TRAVEL DISTANCE: BUSINESS - 300 FT. MERCANTILE - 200 FT. ALLOWABLE AREA: BUSINESS - UNLIMITED (TABLE 500) STORAGE - 400 FT. STORAGE - NO REQUIREMENT FACTORY/INDUSTRIAL- UNLIMITED (TABLE 500) INDUSTRIAL - 260 FT. INDUSTRIAL - 400 FT. STORAGE - 90,000 S.F. (TABLE 500) COMMON PATH LIMIT: BUSINESS - 100 FT. (1020.6) MERCANTILE - 100 FT. ACTUAL AREA: BUSINESS - 1ST FLOOR 29,384 S.F. INDUSTRIAL -100 FT. (1022.6) STORAGE - NO REQUIREMENT BUSINESS - 2ND FLOOR 7,984 S.F. STORAGE - 100 FT. (1027.6.1) INDUSTRIAL - 100 FT. FACTORY INDUSTRIAL 24,647 S.F. STORAGE 6,721 S.F. EGRESS WIDTH PER OCCUPANT: 0.3 IN. STAIRWAYS 0.3 IN. STAIRWAYS (TABLE 7.3.3.1) TOTAL 68,736 S.F. 0.2 IN. LEVEL 0.2 IN. LEVEL (TABLE 7.3.3.1) ALLOWABLE BUILDING HEIGHT: UNLIMITED (TABLE 500) MIN. CORRIDOR WIDTH: 44 IN. 36 IN. (7.3.4.1) MIN.STAIR WIDTH: 44 IN. 44 IN. (TABLE 7.2.2.2.1) ACTUAL BUILDING HEIGHT: 31'-6" MIN. CLEAR OPENING EXIT DOORS: 32 IN. 32 IN. (7.2.1.2.3) INTERIOR FINISHES: (TABLE 10.2.2) TOTAL EGRESS WIDTH REQUIRED: 1384 OCCUPANTS x 0.2 IN.=276.8 IN. (BASED ON FBC & FFC) MINIMUM INTERIOR FINISH: CLASS'C' MERCANTILE - CLASS 'B' TOTAL EGRESS WIDTH PROVIDED: 736 IN. STORAGE - CLASS'C' INDUSTRIAL - CLASS'C' MIN. NUMBER OF EXITS REQUIRED: 6 TOTAL NUMBER OF EXITS PROVIDED: 2 EXISTS AND EXIT ACCESS: CLASS'C' MERCANTILE - CLASS 'B' STORAGE - CLASS'C' INDUSTRIAL - CLASS'C' n. uO N •--_ N t� t7 16P 17P 3P I— -- — — plumbing code analysis: TABLE 403.1 BUSINESS OCCUPANCY: 80 PERSONS TOTAL FIXTURE TYPE WATER CLOSET LAVATORIES DRINKING FOUNTAINS SERVICE SINK OMEN MEN WOMEN MEN REQUIRED PROVIDED 1 2 1 8 1 4 1 3 1 1 2 1 1 MERCANTILE OCCUPANCY: 980 PERSONS TOTAL 0 WOMEN FIXTURE WATER DRINKING SERVICE TYPE CLOSET LAVATORIES FOUNTAINS SINK WOMEN EN WOMEN MEN REQUIRED 1 1 1 1 1 0 PROVIDED 1 1 1 1 4 1 2 1 0 INDUSTRIAL OCCUPANCY: 247 PERSONS TOTAL FIXTURE TYPE WATER CLOSET LAVATORIES DRINKING FOUNTAINS SERVICE SINK WOMEN WOMEN MEN REQUIRED PROVIDED 2 2 r!2 7 2 2 2 3 1 1 1 1 1 STORAGE OCCUPANCY: 23 PERSONS TOTAL /1 AEN FIXTURE WATER DRINKING SERVICE TYPE CLOSET LAVATORIES FOUNTAINS SINK WOMEN MEN WOMEN MEN REQUIRED 1 1 1 1 1 1 PROVIDED 1 1 1 1 1 1 drawing symbols: 2 P THE OCCUPANT LOAD FOR THE ROOM IN WHICH THE SYMBOL IS LOCATED iETHE OCCUPANT LOAD FOR THE DOOR NEXT TO WHICH THE SYMBOL IS LOCATED EXIT PATH TO BE TAKEN BY PERSONS TRAVELING FROM ANOTHER FLOOR THE NUMBER OF EGRESS INCHES I?' R REQUIRED AND PROVIDED FOR THE DOOR NEXT TO WHICH THE SYMBOL IS LOCATED �E WALL -MOUNTED FIRE EXTINGUISHER, TOP OF EXTINGUISHER at 48" A.F.F. per A.D.A. - FIRE EXTINGUISHER TO BE 4A40BC, 10 Ib., 50' max. TRAVEL DISTANCE FEc SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, TOP of CABINET at 48" A.F.F. per ADA FIRE EXTINGUISHER TO BE 4A40BC, 10 Ib., 50' max. TRAVEL DISTANCE ® ILLUMINATED EXIT SIGN ® DIRECTIONAL ILLUMINATED EXIT SIGN 1 HR RATED WALL 2 HR RATED WALL 3 HR RATED SELF SUPPORTED FIREWALL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com �0� -- ._.... —_ __ =i.5 s-u-a n,c,e-s ----- FOR CONSTRUCTION 03-22-04 - =-tee . 0__ -- __ (= project nv:=: = __ -= 249004. drawn by: sec checked by: sheet no.: 9 N d 0 to 2 2nd1�1FLOOR LIFE SAFETY PLAN SCALE: wkll; 1 1st FLOOR LIFE SAFETY PLAN SCALE:11N LIFE SAFETY PLAN & CODE ANALYSIS 2 a5.1 C=) 2.9 Ind FLOOR FLOOR PLAN SCALE: 1/16"=1'-0' 1st FLOOR FLOOR PLAN SCALE:1/16"=1'- 0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com issuances`:. Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 __ --__-- --_--------:::;_ . —(®'� _ = nJ1 . O HL ® =C_ _ ---------------- -------------------- 9004 drawn by: sec checked by: sheet no.: -a2 OVERALL FLOOR PLANS drawing symbols: Q f��'1111111 4 a6.1 t 2 a5.1 Q 3 i a6.1 i i OPP. 44 NAND CONTRACTOR SHALL 3 PER-1ANENTLY IDENTIFY BY a7.1 i STENCILING ON THIS SURFACE, I i THE FOLLOWING: NOT FOR STORAGE'. IDENTIFICATION 51-IAL L BE SPACED NO MORE 3 OPEN TO 9.4 51 IOWROOt 1 i THAN (12) FEET APART ON CENTER WITH A MINIMUM LETTER HEIGHT OF (2) INCNES ON A CONTRA5TIW, BELOW LES TO(ITOP OF SA6ALMG i BACKGROUND. I I I 44 I 4 3 7. a6.1 2 SECOND FLOOR PLAN "r; N Q01 STOREFRONT ELEVATION CP_1 CT-1 FLOOR FINISH CHANGE SEE SHEET a9.2 & a9.3 X# PARTITION TYPE - SEE FE WALL -MOUNTED FIRE PARTITION LEGEND a2.3 EXTINGUISHER OFFICE FEc SEMI -RECESSED FIRE # B ROOM NAME AND NUMBER EXTINGUISHER CABINET 101 COMBINATION EMERGENCY EYEWASH/SHOWER STATION j 1p1 ®� DOOR AND DOOR NUMBER HANDICAP ACCESSIBLE 01 WINDOW AND WINDOW SYMBOL NUMBER ,H WATER HEATER STUD WALL 1 HR RATED WALL 2 HR RATED WALL CONCRETE MASONRY WALL CHAIN LINK FENCE \ SLOPE DN SERVICE AREA FLOOR III LE55 THAN 1 DRAIN AND SLOPE 5 O4 30 2.8 2.5 2.3 a5.1 O 1.5 - . 2 25'49' jT- ?j �1'-4' ►ice®• I 3 ' I a7.1 � 57 �- -�----®-o=®� 03 --�- ®-_®_ o ®-.®®_ Ob a6.1 I I i _ _ _ - SIC T WALKER DUCT, SERVIC ,GR G1 SEE ELECT. ADVISOR$ a9.5 21 1 I LOCATI 145 rrP' n TOYOTA PARTS IIIII ENTER (TPC a I 47 - II I I 105 "' q �- - I i�. I ' %X, N N I I I / ` - /^ I �., 83 I G.S.M.a - -� � 60 I 2- ' - - -- I G1 G1 G1 G1 - 8 I 104 I �r . 59 24 � � �, -_t - - ---- SCION EXPERIENC ;;�-'. '.� , -• ,i -\, 1� I 2a a "� `� -1I- SALES AREA -- Ad 116 •'� ,�'•., i II' 1 �5 9'- �'-0 ►m'-5' 4' '1 -'4 � �' ra' I®'-�' 5'-®' S' 04 - - 101 II I 25 - - - - - - - - - - --- - - - FEC � f-1 -1-�- � � �'• \ � � i '\ / '` }' 1._ r-'_.-�'-�.,A�.E_� _.-®®®-®� BUSINESS 213'-1�• I I �, \ I ALIGNrI WAITING 3 2 CENTER 9.5 I I rYP. i' ' \ i`� (\ .I 9. � I I 7 7f; 9. --- ------------- - ----- -- ---- - - -I- ------ -- -- ' -- - --- --- --�--- - - --- _ C - O 1 �I r �-1- I I I 81 SALES I Y;' �•�. �r > . I 1 CAFE! I CUSTOMER e I I AREA e I I i` �'�.1 \ ;• �� -- - �� 149 I I WAITING I i 102 1 1 143 Q I 1 i T147 I 1 I - I - - - - I �- of - -��C I a8.1 1 N I I /\ ALIGN 9, , SALES ®- 22 I AREA I \� .' N ( -- - - PAN ---- -®-- I \ 106 , T1'P. 161 I ! ` -I _ -- I a uP I I i I �aOF 5 �1- =��� I I - I N I \ G1 ,� �� G2 MEN T a4 I I 32 18 I I c7 I Fc?1; 13 N -- ---- - ' -----------I --------- FF.E.=-2'AF5. I` I I- - _.®.. - - --- -- - r- �.- _ F O 'o KIDS COL. i 7 -t 9.5 I- �:. " - =�• -- - �- Q'J et i I 139 WALL I 07 I I G11 \ i I ---------i---- _-_- _----- /�� -� I-- - --- •- ----- - - �' � 6� - - - '�; , , �'�{• • h c2R2 cN7 S IAIR I -v G2 I9 1 _ __..- - 2 RECEPTION 44 oPP.I (.•I �'\ ` 1 _ : 168 I s2 `�' I \ ION 9.4 i- j' -` '4 100 a6. 0"U7 N I O - G1R1 ELEV. G1R1 I G' / 08 a7. ' I ;� >` \ e 2 I EQUIP. l I I 1 FDA FFE.=-2' AFS. G10 I 7.3 I 141 184 I I G'j N I I - - - N �. G1 82 \ l 3 ocAT1oN5 I c� 137 I G1 L , 7 ONLY N 22 N I 1 01 ! / \ SALES I e 9 I'a I I 4,_� . I TOWER. Q s.4 Y2 I 8 -fd' S'-0' 8'-9. 1 1 i ' I 14, I 107 i I F&I RRID N I I I 9.4 a5.1 i b -5' 5' 01 � � I i\ I 5'-0' /2 -10', 136 s -9 I I ( i ,.. WAIVING II I 1 !• 135 43 4 ' b'x&' RECESSED IN � 1 0 I g _b• \CORP9, SLAB WALK -OFF MAT it \� i I Ga 13 G3 I- 169 A. G O21 ( l m 132 42 1 133 G10 Ir�-} - '.b►/' �p HAND to I 1 _ 87 I F&I 4 -- G10 ---- - -__�-_ - i -= = =-- T ==--------�=�=----- - - - - - ,,I-�,-;' --- E.2 ' G2 WIRE N 11 I e - - I 131 l9 HAW, I 10 G2 `39 i SHELF AT i TYP. a7. GE ERAL -�, -----i - -- ----I- ---------i I I a�.7!1 /``,\ ,/` 3;-1------ -- AGER ___ _ _ -5'j a-5/;--- a'->�/z -- 5''�'- - . a ,s/? - - $ �/ • i n z -- i - --- - - I -C O ROOK NCE - -- - - - - ._ IM: - -- - --._____MA -..VI - - - - - ; - - -I - -- - - - - s,_ G2 130 I ---� F&I I SALES I ; ' i ---- , � SALES I ;' ��•\ c2R2 d WIRE 3s 129 AREA AREA I I NdNGIrR 1 I ADVERTISING/ _� G11 i 103 5 TYP. SHELF AT s7 MARKETING s11 - -108 - - - - - 0 I OF ii- N 721 AF5 128 I sa TYP c� I - I OF FBI 19 r-®' 1 �' I I I ,,'� i _�,• . 36 112T �'-Im' a'-s• 7. 125 I O 1 0 3 I 34 - - - - - - 33 j /\ I�ti i JORR tN7 v N i 5'-5' T [13 5,-� 1 C7 11 1 M O I?'-5' 12 -? 12'-2' ►? -5' /' ;n 11- Y , /4 -3314' a,-4/' ' SHOWROOM I FF4 L 109 ®I i i •� ! - - - ---- -F.2 28 27 21 20 C®RRonlG:.�RUSN,FINISN, ' 118 $3 SNEL;VES 19 . I a� 15 I `` ,;i 4'x4'GRID Ul/ I4 SIM. I 51M, - 51M• o� ~ co p AT 12j O.G I- j 7 I .n I ,',TOOLED JOINTS. II 1• IM. 87 G1 - I / CI..YIL FOR EXTENTS' I i 4 F$I I iT FBiI n F$I IM. G L.#1 U.C.M.oF�GONC. ,. iT F&I 17 DELIVERY v G1 1t 0 120 $7 LCOM119 87 I C4 117 s7 116 5 13 114 ' 1s �� 112 11 Sim. 83 ' 12 ,a c2R2 l�'-4' g'_5• I N \22)j I 83 a r- I ( -- �21 W I ITING " _MANAGER_- --- - _.II (IN M _ Q I ELIV RY = p �OMPUTER --- MAN - - - - 16 � ----AREA- -� ;• - - - - - - --- -- --- - -i- - - -r-.- - -,'- - - - - - -- --- -- G2 I OFFICE G1 115 N 178 182 I 180 1113 83-' 49 _ _ _ __ _ 3 f 17 ci G1 ' ! ' O A G 7 �16 I 13 i � I 131-9 12-5' 114 PHON 14 b• . s 123 38 �0 4r o'----- - --- - - ----- -.,. -- ----- ------ --- -- - - G.1 P_ b._O, 37 6 r0, i I 4 �• - i -- I - STAR' I I I G2R1 --- - - - - - - - - -- - ------ --- - - o t7 - ROOM I - --- ---- -- - --1- ----- ------ ----- ----- -- - - - 0 CIA 122 I 4 , i `" i N -� a8.1 h VEHICLE ' •1 N ac C DELIVERY -- I T - I INTERNET 167TM wlw --'---'- --- WORK STATIONS in 51 i� i `X4�'GRIDWNFIN�SH, W h �- I I T W 1W - I C1R2 IYGONCR EXTEMS a5.1 JIZ I STAIR I G3 I I I III I _= I #2 F1 2-11 L5 `A 12s 1124 I ' 123 °' 15Q _ --- - 9); T. - --- --- - - -- - -- -- --- --- - --- --- - --- - - - - --a - --- - -- I H 2s ---�- I I 2 I'.4• Il'-4' l'-b' I i b'-9' b'-9' l'-D' -II \, - I?'-0' I 1?'-0' 12'-0' 4/I �I I -m' - - ----- ------ ------ --- -- - 4 b' I I'-b' 4%' ►'-m' I,_O./'�s�` --- - --- ---- _ - _ I _ i a7.1 a6.1 I I03' 1'-0' i I'-®' 2'-mli --- - -- - - - - - -- - � i A2.3 I O 3.9 5 2.4 2.2 2.1 2 .42-2 I 0 i • ROO FLOOR PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (9 www.zennergroup.com -s. s Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 _ tO, ---- - -- kik E" --- -O project -no = =- 249004 drawn by: sec checked by: sheet no.: xL SHOWROOM & SECOND FLOOR FLOOR PLAN drawing symbols: 01 STOREFRONT ELEVATION SEE SHEETA9.2 X1k PARTITION TYPE - SEE PARTITION LEGEND A2.3 OFFICE # 1 ROOM NAME AND NUMBER 101 101 DOOR AND DOOR NUMBER 01 WINDOW AND WINDOW NUMBER $LOPEAREA CE F OR III LE66 TFDAN 196 DRA NI ANDS OPE .H WATER HEATER STUD WALL 1 HR RATED WALL 2 HR RATED WALL CONCRETE MASONRY WALL CHAIN LINK FENCE FE WALL -MOUNTED FIRE EXTINGUISHER FEc SEMI -RECESSED FIRE EXTINGUISHER CABINET COMBINATION EMERGENCY EYEWASH/SHOWER STATION HANDICAP ACCESSIBLE SYMBOL — CP-I FLOOR FINISH CHANGE CT -I vi m Q. N O m e a6.1, W-5' ,.4'-0- X-BRACING - SEE STRUCT. L I I S.S 8.4 T1 7.6 7.1 EDGE OF DS'-0• n'-ID' I I CONC. SLAB I _ — — — — — — , — EDGE OF I I I ` PAINTED RED STRIPE, REQ 23'-2 a�'1 5 -4 108 — — L_ 1-1— _j 105 ' ____ — � — — — S — — — ! J— � —� o CONC, gLAB i4,� —� `� � TO MATGN 'TOYOTA RED' I I MLINE SEE T A2.3 I I I I /, — HLINE SEE /A2.1 — — — ., _. _... �. _, r.. .,_. — � .-... — — __.. � \ — — ��_4' - -- - I0'-012 I 3'_®- I6'-0' l'-4' 4'-0' 14'-0. 4'-0' r I 38'-8' 16'-0' ?'-?' 3'-®' 8'-?' 4'-0- ry 4'-0' 3'-4' ?5'- II'-0' \ / 34'-0' I A.9 I I �--a 97 \ I ( I 99 115 -'101 I - ------------- -- - - - --- --- 98 SERVICE.-S1 SEE STRUGr. I ( I I I N I ( �, MANAGER G1 I , I ( PIPE BOLLARD, TYP. �- U , I , SEE DETAIL 2/a23 I I I a, 2 152 u I I ( I 83 I �J '�.. I 0 70 F -L!L TA I 60 1 ART I - L--—_j 151 I a6 �a FF E.= -5' AF 5. FF E.= -5' AF.S. I 9.4 V' I I II II I I I t7 I 0 ALIGN t7 AL IGN - I I o 0 172 `•� - -- - ---- - -_ - I ;n T-1 I 9'-5' '-5 •�I G1 I — --- - -—- ----G1 ii 2_ 1 7387 I0 -------------- s2 31 90k I --—————————— — — —------- - - - - --T FIXED OPS. - , --C DIRECTOR PARTS G1 ER IC 146MAGR A.P.M.0 CASHIERS WARRANTY 1 - - SERVICE U II `Q II �I 153 ss OF154'-i8' Eu D6e�,.,/ 4 0 � ElDEPARTMENT , G1 L#3 G1 G1 ! 63 -� Z11 14/ 1 C41 68ry(, 63 II N _ I I c2R1 I- 1551 I i G1 I u am, 444.,. I %%iaai ® 69 `I 4'-439'-4' -: i �7 a - SPECIAL c4 i --- - -- - -- - - - - -� - -- - ---- - -_ _- - - I - - - ��— - - - --- - --- - - - - I I % - - - -- -: — -� _ �--� - -- _ --- - - -- - --- - - -�- - - --- - --- -� ---- - -- - --t- - - - - - - 2 - TOOLS - = - , - �, -- - - -- - --�- -- - --- - -- - - - -- - -- - --I- - -- - - - ; LLL O c2 I( I G2 R3 F1 I I I I C76 TECH. 3'-4' ' i- 1 I a I I 4 16 $. e I c2R2 SLOPE ON SLOPE ON I I I I SLOPE ON SLOPE ON I Q PARTS _ 2b' 1 I ► —�—® I -v 9.4 8 I — L18'-s' ( I I I — — — — — — — — — — — — — — — — i-------------------------------- e h, "' 1 I ' EL � I EG T �Q� I I I �� � I ( �-I G14 F I /� 1,-4' 9'-4- I I ?'- i d PARTS 11T i" 'v WAREHOUSE (v TOE 45 ETAILIN 104 ' ISUPPLIES r 176� SHOP c4 I I E EQUIPMENT ROOF HATCN I , 110 D.9---- ---- -_ - ------ --- -- - - ------ --}—>I- - ---- ,{ II , LADDER 175 I -- - - LOCKER I ' a ' e`.95 v I `Q I I� ! i I i I C R1 G4 QOM — ' O I 2 i I I FII 77 _G4 -- 9-4 - -----�I )' ° G2R2 TECH ` .I I MEN AK I �r- cc -$- /- ( I T-(I--�---- n FDETAILING G5 rD------------------------------- SHOP AF.S. ,�, - I- — - -- - --- - --- L --- - ---- - ---- - --- - ---- - --- - --- - -- -I - -- _ -- -- - -CC , u g I I ( I TECH. W X-BRAEY 2R2 EE STRUT. C 8 � WA��l, 79 % I / 2G14g,-T-----------------------------------I ------- -------/ ••A•D:I - �; I � � Z I I �� � g� I � " C2R3 C4 TECH. I I % I I —( u — - - u I , SERVICE I u BREAK - - - -�— - - - - - - - - - - - - -t-D P A R T M E N T- -- - -- - - - --- - -- - -- - -- _ _ - - - - - - - 161 - - - - — - --- --- - - -- - - - - --- - --- --- — F 4'-0' I v I � �- - � T — I I, I I 163 I �o ; I `� 33.i I---------------- ------------------- I I U I I ' I I� , FFE.=-S AF.S. I T FF.1=.=-5 AF.S. L--------------- I '� — I -2' AF.3.'n Imo, I I EDGE OF %' / ` ` I I r CONC. BLAB :'� / )' I I � � z I 'r-•_ I` u u I z I I� •�• I I 12 FT. NIGH L / o i' o _ ' � / I I I ���- I I I r�--..- -_4 -4 I 20 -8 , _-1 CNAIN LINK I ! ENCLOSURE -----� MACHINE 0 8' ?'-0' f — — — — —1 - v WI PAIR OF I C2R2 - a - - I '� - - -- — - '� I I �' I r"y_ SHOP =� I ' c2R3 SHIPPINQ/1 - ---- - -- -- _` CPAIN -®x�-® - ---- --- ---- - - - M-------- -3-4 �� - -- -- - i r % ------ - -----I--, -----.�}- -- / ---166 - `� - - -�- RECEIVINd I -I-- ^�--- -6ATE6 INK —I-- Ib'-0' I 9'i4' , - L`�� 50'-8_i' Lv� I I ?'-8 I — L.__- 162 I I GATES I a� I 8 8 I 5-4 N 91 1 i' s9 L I ->>---------- ��- - - - - - - - - - - - - - - - j a 84 1 �' I I st I _-- ®---_ -_ __--------- __ _ ---- ------ - - -- •® e i C6 / i vr- 'v 2 ~v-- ;vh 83 ALI�' COL. PIPE BOLLARD, 16'-0' ' '44' I0'WINDOW 4-03 TYP. SEE 3 DETAIL 2/s?3 ITINTING DUMPSTER ENCLOSURE L--------EDGE RC >/�`177 I n \�4 F , 2?'-0' ' 72 CONC. SLAB LI?317-07•8 1.N� 777, a5.1 5. COMPRESSOR/ OIL STORAGE 170 a II 11 Jk rao I 1 (7'=4- - 21'-4,V?- 26'4' \ ,) Q� & IIf IT II \ I I ( I I2 5.. it i EDGE OF 6 NOTE: SLOPE DOIUJ CONC. SLAB 8 5.1 1/4' / FOOT, T YP. PIPE BOLLAR TYP. SEE DETAI�21d23 I I I I I ( I I I ( I I 51 ' 5. I I I I I CONC. APRON I I E h \ 8 �/ h N Ir N C / v)lv) I; 86 WIZ STAIR #2 ' FF.E.■ -& 112' AF.6. Q IQ I 121 I I 1 SERVICE DEPARTMENT FLOOR PLAN SCALE:1/8" = T-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (If) www.zennergroup.com t `sua=races -- Design Development 10-29 03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 ------------- ------------- LL -�-_ _ U) _ ------- - - -- - --- = vj - - =_- Q M �= drawn by sec checked by: sheet no.: LIM PARTS & SERVICE FLOOR PLAN a AFTER PIPE IS IN PLACE, a FILL WITH 30W P51 CONCRETE AND ROUND OFF TOP W 6' 5CHED. 40 5TEEL PIPE 10'60. TO BE BLOCKED OUT WHEN POURING SLAB. 4 ° 1/B' ASPHAL T/FEL T STRIP AT ISOLATION! a JOINT ° CONC. SLAB - SEE STRUCT. 2 BOLLARD SECTION SCALER" = T-0" drawing symbols: on,SEE STOREFRONT ELEVATION +CcfT FLOOR FINISH CHANGE SHEET a9.2 & a9.3-1 X1k PARTITION TYPE - SEE FE WALL -MOUNTED FIRE PARTITION LEGEND a2.3 EXTINGUISHER OFFICE FFE01 SEMI -RECESSED FIRE # 1 ROOM NAME AND NUMBER EXTINGUISHER CABINET 101 COMBINATION EMERGENCY -� EYEWASH/SHOWER STATION 101 DOOR AND DOOR NUMBER HANDICAP ACCESSIBLE SYMBOL 01 WINDOW AND WINDOW NUMBER .I I WATER HEATER STUD WALL 1 HR RATED WALL 2 HR RATED WALL CONCRETE MASONRY WALL CHAIN LINK FENCE E ON CE AREA FLOOR III LE56THAN I� DRAIN ANDSLOPE PARTITION TYPE LEGEND GENERAL NOTES: 1. STUDS TO BE 22 GA. U.N.O. EXTEND STUDS TO 6' ABOVE CEILING, BRACE TO STRUCTURE AT 46' O.C. MAX, U.N.O. 6TUD5 TO BE SPACED Ib' O.C, U.N.O. GYP. BD. TO BE 5/6 , U.N.O. 2. SEE FINISH SCHEDULE FOR FINISH FLOOR AND BASE CONDITIONS. SEE R.C.P. FOR CEILING CONDITIONS. USE TILE BACKER BOARD UNDER ALL CERAMIC TILE, SEE FIN1544 SCHEDULE. 3. C.M.U. TO BE NORMAL WEIGHT UNITS U.N.O. SEE STRUCTURAL DRAWIGGS FOR REINFOCING IN CI'r.U. 4. FURRED WALLS. FOR STUDS NOT EXTENDING TO STRUCTURE, SECURE TOP RUNNER TO CI'1.U. WITH CLIP ANGLE, UNO. 5. SEE STOREFRONT ELEVATIONS FOR HORIZONTAL AND VERTICAL MULLION SPACING. SEALANT AT HEAD AND SILL OF STOREFRONT, TYP. USG 0200-A J-TRIM OR EQ. AT NERD OF STOREFRONT, TYP. b. FOR FIRE RATED CONSTRICTION. CAULK ALL PENETRATIONS I PERIMETER PER U1. DESIGN 4 IN ACCORDANCE WITH ALL APPLICABLE CODES. SEE NOTES REGARDING FIRE -RATED CONSTRUCTION. WHERE RATED G.U/B. PARTITIONS A15UT OTHER ASSEMBLIES, SUCH AS FLOORS, WALLS AND ROOFS THE JOINT BETUE'EN THE RATED WALL AND SUCH ASSEMBLIES SHALL BE SEALED WITH A FIRE RATED JOINT SEALER AS REQUIRED BY LOCAL BUILDING CODES. TAG #: UL # DESCRIPTION: G.W.B. PARTITIONS G# G1 N/A 3-5/S' METAL STUDS W/ I -LAYER G.WB. EA. SIDE G2 N/A 3-5/8' METAL STUDS 3' MINERAL FIBER SOUND ATTENUATION BATTS WITH I -LAYER G.WB. EA. SIDE, EXTEND 5TUD5 AND G.WB. TO 5TRUCT. G3 N/A 3-5/8' METAL STUDS, 3' MINERAL FIBER SOUND ATTENUATION BATTS WITH I -LAYER 6.W-6. EA. 61DE (U5E M015TURE RE516TANT G.W.B. ON WET SIDE.) EXTEND STUDS AND G.WB. TO 5TRUCT. G4 N/A 3-5/0' METAL STUDS W/ I -LAYER G.W.B. EA. SIDE (USE M015TURE RESISTANT G.W.B. ON WET SIDE.) G5 N/A CAVITY WALL. 2 LAYERS 3-5/8' METAL STUDS SPACED A$ NOTED ON PLAN. I -LAYER G.W.B. ON OUTSIDE EDGE EA. STUD G6 WA b' METAL 5TUD5 3' MINERAL FIBER SOUND ATTENUATION BATTS WITH I -LAYER G.W.B. EA. SIDE, EXTEND STUDS AND G.W.B. TO 5TRUCT, G10 N/A $' METAL STUDS, SOUND ATTENUATION BATTS, W/ I -LAYER G.WB. EA. SIDE. EXTEND 5TUD5 BATTS, AND G.WB. TO STRUCT. G11 N/A 6'METAL STUDS W/ 1-LAYER G.WB. EA. 61DE G12 N/A 6' METAL STUDS W/ 1-LAYER G.W.B. EA. SIDE G13 N/A 3-5/8' METAL STUDS W/ I -LAYER G.W.B. ONE SIDE G14 N/A 6' METAL 5TUD5 W/ 1/2' EXT. PLYWOOD 514EATPING, WITH 3-COAT STUCCO. NOTE. CONTROL JOINT AT IfD'-0' O.C. EA. WAY G.W.B. 1-HOUR RATED PARTITIONS G1 R# G1R1 U469 SEE DETAIL GIRI G.W.B. 2-DOUR RATED PARTITIONS G2R# G2R1 U412 3-5/S' METAL STUDS W/ ?-LAYERS TYPE 'X' G.U1B. EA. SIDE, EXTEND 5TUD5 AND G.WB. TO 5TRUCT. G2R2 U412 SEE DETAIL 62R2 C.M.U. PARTITIONS C# Ci WA 8' C.M.U, 2-112' METAL FRAMING ONE SIDE WITH I -LAYER G.W.B. C2 N/A 8' C.M.U, TOP OF WALL 56' AF.S. TOP COURSE OF BLOCK TO BE INVERTED 'U' BLOCK. C3 WA 8' C.M U, 2-1/2' METAL FRAMING EA. SIDE W/ I -LAYER G.U/B. C4 N/A B' G.M.U. TO UNDERSIDE OF STRUCTURAL DECK. N/A 8' CJ I.U... TOP OF WALL 6' (MINIMUM) ABOVE FINISH CEILING. 5EE REFLECTED CEILING PLAN C5 FOR CEILING HEIGHTS. N/A 8' C.M.U... TOP OF WALL 0'-0' ABOVE FINISH SLAB ELEVATICN. SEE STRUCTURAL DRAWINGS C6 FOR REINFORCING AND FOOTING. FIN15H EXTERIOR FACE OF WALL WITH Two COAT STUCCO AS SHOU,N IN EXTERIOR ELEVATIONS, C.M.U. 1-HR RATED PARTITIONS(Cl R# CiR1 U905 B' CMU. TO PROVIDE 1-HR. MIN. FIRE SEPARATION, 2-W' METAL STUDS ONE SIDE, U// I -LAYER G.UIB. C1R2 U905 8' CM.U. TO PROVIDE I-HR. MIN. FIRE SEPARATION, 2-112- METAL STUDS EA. SIDE, W/ I -LAYER GdUB. C.M.U. 2-HR RATED PARTITIONS C2R# 9 U905 8' C11.U. TO PROVIDE 2-HR. MIN. FIRE SEPARATION, 2-1/2' METAL STUDS EA. SIDE, W/ I -LAYER G.WB. C2R2 U905 8' CIM.U. TO PROVIDE 2-HR. MIN. FIRE SEPARATION, 2-1/2' METAL STUDS ONE SIDE, W/ I -LAYER G.IUB. C2R3 U905 S' C.MU. TO PROVIDE 2-14R. MIN. FIRE SEPARATION CaR4 r!2' Cl'1.U. TO PROVIDE 2-HR. MIN. FIRE SEPARATION TAG #: UL # DESCRIPTION: STOREFRONT PARTITIONS S# 81 N/A STOREFRONT SYSTEM FROM FINISH SLAB, 3-5/$' METAL STUDS, R-13 INSULATION, W/ 1-LAYER 16,WB. EA. SIDE, EXTEND 6TU05 AND G.W.B. TO 5TRUCT, 82 NIA STOREFRONT SYSTEM FROM FINISH SLAB WITH I -LAYER GRUB. EA. 61PE ON 3-5/S' METAL STUDS ABOVE 33 N/A STOREFRONT SYSTEM WITH I -LAYER G.WB. EA. SIDE ON 3-5/S' METAL STUDS ABOVE AND BELOW 86 N/A STOREFRONT SYSTEM IN 6' CJ'1.U., U-BLOCK HEAD AND SILL, SEE STRUCTURAL DRAWINGS FOR REINFORCED LINTEL REQUIREMENTS. 2-1/2' METAL FRAMING ONE SIDE, W/ I -LAYER G.W.B. 87 N/A STOREFRONT SYSTEM, 3-5/8' METAL STUDS, 3' MINERAL FIBER SOUND ATTENUATION BATTS W/ )-LAYER G.W.B. EA. 51DE ABOVE AND BELOW EXTEND STUDS AND G.W.B. TO STRUCT. 88 N/A STOREFRONT SYSTEM, 3-5/8' METAL STUDS, 3' MINERAL FIBER SOUND ATTENUATION BATTS W/ I -LAYER G.W.B. EA. SIDE (USE M016TURE RESISTANT (S.U1B. ON UET SIDE) ABOVE AND BELOW EXTEND STUDS AND G.W.B. TO STRUCT. 310 N/A STOREFRONT SYSTEM, 8' METAL 6TU05, 3' MINERAL FBER SOUND ATTENUATION BATTS W/ ,I -LAYER OMB. EA. 51DE ABOVE. EXTEND 5TUD5 AND G.W.B. TO 5TRUCT. 811 N/A STOREFRONT SYSTEM, S' METAL STUDS 3' MINERAL FIBER SOUND ATTENUATION BATTS W/ 1-LAYER G.W.B. EA. SIDE ABOVE AND BELOW. EXTEND STUDS AND G.W.B. TO STRUCT. NOTES REGARDING FIRE�RATED CONSTRUCTION: 1. Install appropriate fire stop system at all penetrations and partition perimeter per U.L. design, and all requirements of the authorities having Jurisdiction. 2. Contractor shall permanently identify all fire rated partitions (with corresponding hourly rating) required to have protective openings, corridor partitions, smokestop partitions, horizontal exit partitions, and exit enclosures either by installing signs or by stenciling in concealed spaces the following: (X) HOUR FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS. Identification shall be spaced no more than (12) feet apart on center with a minimum letter height of (2) Inches on a contrasting background. (FBC section 704.2.1.4) STRUCTURE STRUCTURE I' GYP. LINER PANELS - SCREW FREE EDGE OF END PANEL TO 5TU05 AT 12' D.G. (MIN.) • 2-112, 25 MSG C-H 6TU05 AT 24' O.C. CONCRETE 2 LAYERS TYPE 'X' 5/8' G.IUB. ON 3-5/0' METAL STUDS, TO STRUCTURE ON BOTH SIDES 5/6' G.W.B. ON 20 GAUGE 3-5/8' METAL STUDS AT Ib' D.G. G1R1 SHAFT WALL G2R2 U.L. NO. U469 U.L. NO. U412 8.4 (6) 7.6 7.1 7 6.6 6 5.5 5 O4 3 2.8 I a5.1 I I I I ( I I I I I I I I I I I I I I I 4 I I I I a6.1 I I ! 4,V2' 5 _D. 14,- �2 - 7.3 104'-9' I 15'-0' -_--I-- - - - - I - - - ---- - 1 - - - - - - - - -- -- -I� - I _ - --- I ----------- --I - - -----I ____ _-�_.- ---- - I --- - - - --- -- - - ----- - - I----- I I I � - FIRE RISER I ' 52 35'-4' -----•----I I I i I F--------- ' I ' 53 r ( � PIPE BOLLARD, TYP. I � ►' I SEE DETAIL 2/42-30 EDGE OF CONC.SLAB -----�---- r --T 9 I 0 __ I I A.4 i -- ---------_--- L- - 1 � fl n•.- - - �-� ` � J I - - - - - -- -- -- - - - - -�- - _- -I - - ---� -_�-------- - - � - --- - --- - --- -- ---- ---- -- -- - - - - -- - - -� -y -�- - --- - - � _ I II -I- III: - II , I h I -------n -I- h J Ol I---IU LPL 107 106 ( o<a�851 QUICK I I I 109 ' I F� I-1 T I -I 1-1 T f 1 T- L U e E 102 a I 'SERVICE ' ._ ®RIVE 173 I 9 I ' � I I • -I' AF,5. I I I I � a5.1 ' i - I Ll1JlIJ L11LL1J 174 1 �-------- I h -- -------j-_j_ ----- - ---------� n A.6 0 -- - - I `4 _ � r- -i , \I ,'I 7 i CONC. APRON �-Ff O I I I I I O L - - I ,- J TYP. -I Af r I I I I I I I I I 1 11 -t--III I EDGE OF HINTSTRIPE, P ED RED RE I 108 L_----------- 105 - I � I I 5'-4' �- - - ? 1- - - - - - L - - - �- -� I o CONC. SLAB -� A. $ `r - - - - - - - - J ; TO MATCH 'TOYOTA RED' I ( ; L - - - _ - - - - `r ®A2.3 •-®-®o=®- - - oo ®oo-®� �\------^- ----- -- ---- � ----- ' ®®_._. e e®® I ------ ' ----- ---- _ --_. __- ----- - NESEE %A2.1 ®®-r -- -- -® -- ®o i --- - - 1-4, - ? � ®-_.� ®-II'-O' _. - / 34'-0' -7 I '1$- '_-� - - - 7 -4 4'-0' 14'-®' 4'-®' 38'-8' I Ib -0' _2� 3 .O� 8'-?' 4'- 0 4 -C' 3 -4 I I \ j I I I j I 48 v q �. I / `58 35 I 57 --.� _v®� .®.�._..- 03 -----_ - o---- m 05 -ram I \_X•BRACING SERVICE 61 ' WALKER DUCT, SERVIC I W SEE ELECT. 1 SEESTRUCT. I I I A Y I I V I ;�, MANAG Gt DUGS ? A�DVIS®R TYP. i PIPE BOLL RD, 7 P. �(� / n s -i r.- I ----1 PIPE S.1 �2.2 A2,1 SERVICE DRIVE FLOOR PLAN IlFj 1 SCALE:1/8" = T-0' 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com I s.s-U a n-c e.s Design Development 10 29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 checked by: sheet no.: All SERVICE DRIVE FLOOR PLAN 2 0 ca drawing symbols: $LOPE DN INDICATES SLOPE OF THE ROOF IN THE 1/� 4'.-P-0'- DIRECTION INDICATED O 4' RD. ROOF DRAINS AND EMERGENCY ROOF O b' E.R.P. DRAINS, OF THE SIZE INDICATED (0 4' Y.T.R. V.T.R. (VENT THROUGH ROOF) OF SIZE INDICATED CENTER VENT IN ROOF PANEL INSTALL DEK-TITE OR SIMILAR FLASHING (TYPICAL) 9 8.8 8.4 8 7.6 7.5 7.1 7 6 6 5 5 4 3 2.8 2.7 2.6 2.5 2.3 2 4 I I 1 3 I I I I I I I I I I a5.1 ' a6.1 ' a6.1 i I 73 I I I I I I I I I I I.> I I I I I 44 -1012 P.,m I 44 -10112 - ---- - - --- - ---- - -- - - - - - --- - -- - - --- - -� - A - -__ - II - - - - - - - - -O O D. RD.OEMGECY OER=LOSCREMERGENCY -E-ME-RGENCY - - - ❑' -'I - 'I - - IjII -- - - - - - - 'I - ! ---- - - ! -- OVERFLOW SCUPPt~R f v� OYEE2FLOW SCUPPER (SEE DETAIL - TYP.J , (SEE DETAIL - TY1t.) (SEE DETAIL - TYP.) I ( I I I I I I I I EMERL'�ENCY OVERFLOW SCUPPER (SEE DETAIL - TYP.) I I ' I I Al I I I I EXHAUST FAN Q® EXHAUST FAN I q e ! ! 4 EXHAUST FAN t I 8 8 I\ �� 4= EF-1 I Q I EF-? e v � I I ! I I I❑ I I 1 1 I I I i I I I i I I I �� I ! I I I❑ I m i /V(v II5P �,mI'-4,V2' 9'-43�4' ,ti p ."�I I. , ' �.'� am I I a7.1 P, m I `�` 1'-0� _ O11v ,�0 " \ ��J I ftiJ I I I ' , ❑,R1ADDER C.DII It cZolJQ4 ROOF II I ❑ ROOF 1L.ADDER EXNAUST FAN C.O. OOELEMERGENCY SEE DETAILS EXHAUST LOW rCOEF_2 EX 4II US-T F--AN EF-SEE DETAIL YPJ -- ---- - ----- - ---- Il_.. � T�' I. . ? ID .� I I I I FI I �L�Y• EMERGENCY I I � I I I ❑ I I SCUPPER (SEE DETAIL TYP) SLOP-E -D-N - -- - -- - - SLOPE- DN- --- ❑❑�L!❑I RD. pII III III ❑❑❑ _ SLOPE ON mII, SLI l'i � �-\ SL OPE ON O I/4' 1-0' 1/4' : 1'-01/4 I -® ERD0 O O 4 13 -4 1/4 -0 141� -❑'I !' I E. .D. e�o_ l - -t , } ��• , �,�, ��" RTU-8 (1.1 KI?` J ` I �I I TU-5 11 r s I �� RTU-14 (2 krpsJ I a ❑ ❑ �� I tr, I R. 2 k p J , i Tu-O (2 - ® a , I R ( krp J � � ❑ ❑ � I I � ,❑ I I I b b � , � I M I ❑ I ❑ I ( I 4 -2 ❑ �--;-- -- ---❑ I � ❑ )?TU-4 ll? krpsJ I b>a NIGH E.RD.o SCREEN WrA L , a7.3 ❑ I ❑ - , ❑ � I 1 ®N _ _ _ _ ,�._.___ _______ _a___-___ - ---_ - - -.-._ ._ _•__._ - ..--- - -- - - -.--- - -- - --- -- •- - -- - - - - - -- - - - I--- - '- - - �- _ -._ RTU I(0 lfdb krpsJ !a7.2 �Ci I ❑ I I M � I I I I � �� J-. ----- - I ' I _ _ { RTIr !I? k! a - - - ---- -- -- - -- - - - - - --- - - - --- --�HROI�CiN WALL) - 2 O D ❑ 2 1 I I I 5- f !❑ I I i - �4'-24 I ' Q 1 SCUPPER I I a 6.1 a 6.1 'f 'f 2 L-- �- -- ❑ TU-16 0.1 krpsJ I I I a6.1 , I ❑ --- I �❑ ❑ a7.3 OVERFLOW SCUPPER � 1 (SEE DETAIL - TYPJ ❑ ; ` , I ❑ RTU-9 (0.1 krps) II L_--1 �� ❑ �'J I I 9 I �7; LOPE ON ISLOPE ON SLOPE DNS OPE ON E.RD.OR.O E.RDRpO p .1 i 1 1/4' : I'-0' ORD. 3• 51-OPE DN SLOPE PN- 1fl ❑ , I I U 5- l I ❑ I -1� O E.R D. 1/4 10 10 q Q I ❑ I ' I ! , Ell] , ROOF LADDER ( EXHAUST FAN ❑ I ❑ ❑ ❑ ❑ ❑ �� I Q I__l - - - - - --- -- - - - -- - EF- -WALKING- - -1- ---- - - - ----- - - ---- -_ RTU-15(11 J , O L-1 , ❑- (TYPICAL) - -- - - - - ROOF F�ATCN - SEE DETAILS � - - - - ---- - 11 ROOF NATCN LJ ROOF LADDE I , ❑- I - - P �'� - ❑- - --I - ---- - -- - - -! - ►- ❑ ® SEE DETAIL I - SEE DETAIL ❑ EMERGENCY EXHAUST AN I 7-SEE DETAI 5 - -- I— - P .� _❑ I - - - ----- - --- - -- - - - - --- - - , THROUGH WALL - - OVERFLOW SCUPPER I I I , - - - - �- - f - - --- -- SCUPPER - 3. P , (SEE DETAIL - TYP.) ❑ I ' I I I I ! 4'-2' ❑ RTU-3 1.1 k% aJ I -- - ❑ - - - --- - --- - ---- - - - - --- - --- - -- - -- - - - - - -- - -- - - - - I E.R.D. O I ❑ z -� z RD. T- r -- - -- - -- - - _ - ; I Q Q - -- - ---- - -- - 1 ❑ ❑ I note. ! ❑ u , u b -b I , ! a7.1 3. a I 4 io i ❑ I ❑ 5_101�2. I I I I ROOFTOP UNIT CURB DIMENSIONS I ❑ I I I _ 3. ! ! I SHOULD OF VERIFIED BY CHECKING J❑ RTU-13 0.2 kr J MANUFACTURER'S LITERATURE PRIOR I TU-? l r' aJ 6'-6' ❑I �,) ro 1 �o I ❑ � I � ( mi � � I I ORDERNG �\�Jy.�C' � ! ❑ � �® RTU-II? pa I 6®' NIGH i I a7 .211 �'�'� ,mj ❑ C ®❑ SCREEN LUALL - -. L --- - --- - -- - - - - - - -- - - - - 4 -?- -- - - - - -- - -- - -- - --- -- - R TU-II l? kips) - - - -- - -- - --- - I - - - -- i- - -- - -- - ---- - --I- - --- - --- ----...- - -- - -- - -- - -- .... -- r�' f ❑- I - - --- - --- -- ----- - --- - - -- - . I '� F`� �J I i !J R.D•, I R.D� �- - --- -• ---•- -• --- - - _ EXHAUST FAN SLOPE ON ��� SLOPE ON_ O I RD. 0 - - - - - I �I SLOPE DN � SL:-❑ O O I SLOPE ON i/4 -0 1/41-0 E.RDO ,EF m -4' - I 13-4 RTU-17 I (a6 krps OVERFLOW SCUPPER ..y� _. (SEE DETAIL - TYPJ O I I I I i� f,� ' I I A I .ra• O C.O. O C.O4 . D I EMERaENCY EXHAUST FAN I EMERGENCY EXNAl1ST FAN I I 5 -� ❑ q I q Ar EXHAUST FAN I COEF-3 O I EXHAUST FAN �COEF-1 ! 1 Z-4 I ! I Q Q I A A EF-9 O EF-8 Q U I EMERGENCY I ' �❑ p 4 I�I'' ROOF LADDER_ ._ _ _ _ Q OVERFLOW SCUPPER IV I P SEE DETAIL I -� ti , (SEE DETAIL TV-.); CIA ROOF LADDER q I �`� 161-10' 8'-b' I ! I W U - SEE DETAILS I ❑ q- ip EMERGCl ENCY �l-I 4 Ip I a0 P � OVERFLOW SCUPPER (SEE DETAIL -TYPJ I I I I C ❑ �� I ,m I 5 6 - - - - \ - - I I - - - a5.1 �F I � a5.1 I I I f��J I f��J I 011y I ❑ `r ro �- SLOPE ON ��` I I I I ! ' _ PADWALKS T P. ' I f I ! SLOPE DN .. +n 1/4' : I'-0' s, 1/4' I'-0' ` �J - - - - - - - - - - - - -- - 1 aq - - \ORp EXHAUST FAN :`"�, 7 F' I I I - C� _ - R. 1I 0 E.R,0. 'v EF-6 f��J a5. I I I I ' I E.RD� / O O SLOPE DN I I P ,` I aT.1 SLOPE I I� 2 6 I 5. I b I I I P m I I I I I I _-I. -_-- I 3 a7.1 a6.1 I I I a6.1 ( I a7. 4 3.9 3 2.7 2.6 2.4 2.2 2.1 Q ROOF PLAN "r; SCALE: 3/32' = T-0" N 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (fl www.zennergroup.com =J., s u 6 .o_ c.,e_s:_; - -: Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 --------------------- A MEW -_ c --- o - project drawn by: sec checked by: sheet no.: ROOF PLAN OUTSIDE LATCH RELEASE SPRING LATCH SECONDARY DRAIN OVERFLOW CLAMPING RING IIIIII. 2-PLY FLASHING LEAD OR SOFT COPPER FLASHING TAPERED INSULATION u � u � BEARING PAN ROOF DECK UNOERDECK CLAMP EXPANSION COUPLING PRIMARY DRAIN 6TAINLE55 STEEL CLAMPS 18NOT USED SCALE: NOT USED 1 SCALE: 1 NOT USED SCALE: NOT USED 1NJSCALE: BUILT-UP ROOF �ov_rn mrcru nTriv.r �L3'X3'X114' FOUR SIDES 19 ROOF DRAIN SECTION ROOF DRAIN DETAIL SCALE:1" = V-0" _ '- 14SCALEA* 1 0" x ch a m 13NOT USED SCALE: 12NOT USED SCALE: FiRON T ELEVATION SAFET' PLATh 3/16' x BRACF MAX,) 1-1/4' 0 3/16' x BRAC# TOP BI THAN h 4' x 1-_ ANGLE FL OOR NOTE: INTERMEDIATE BRACKET REQUIRED U-IEN FINISH FLOOR TO TOP BRACKET IS MORE THAN 10'-0' 11 ROOF LADDER DETAILS SCALE:1" = 1'-0" 51DE ELEVATION T.O. P'4RAPET� ELEV.. 24'-2' AF.5. W MEMBRANE FLASHING - CONTINUOUS OVER 2x8 WOOD NAILER SAt-�- 1 T I 16 GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH TO MATCH EIFS EIFS W/ 3/4' FOAM LADDER THIS SIDE 6' METAL STUDS - SEE STRUCT. V2' EXT. PL YU000 RUN MEMBRANE UNDER FOAM 4' FOAM CANT STRIP SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING 1j4j0 OOF SCREEN WALL SECTION SCALE:r = 1'-0" ALUM. SERRATED GRAB BARS 9 NOT USED SCALE: LADDER RETURN BRACKET I'x3'x I/8' CHANNEL uuun nuuun nul nll nnnnl uuuul FRAME uuuul nnuun nnn ul lunnu uunul uunul nnnun uuu nl nuuul uuuul IIIIIIIII IIIIIIIII'. IIIIII III' IIIIIIIUI IIIIIIIII IIIIIIIII IIIIIIIII. IIIIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII! IIIIII 111 IIIIIIIII' IIIIIIIII 1 1/4' x 4 Ile' IIIIIIIII I I I I I I I I IIIIII 111 I I I I I I I i I I I I I I I I I IIIIIIIII IIIIIIIII' IIIIII (III (IIIIIIIII IIIIIIIII SERRATED IIIIIIIII IIIIIIIfU lulu (III IIIIIIIII IIIIIIIII TREAD, TYP. uunul Iiuulnl lulu ull ulnuu lunnll IIIIIIIII (IIIIIIIII IIIIII III' IIIIIIIII Inluln . �nnl Inunn Ilan nl Innnu Iunuu nnunl luunnl lunl nr Innnul lunnll � Illi III � i III (III I I I 8ROOF LADDER PLAN SCALE: 7NOT USED 8CALE: NOT USED SCALE: COVER GASKET CALL AROUND) SPRING LATCH WITH INSIDE -OUTSIDE HANDLES AND PADLOCK !-IASP \ COVER L INER \\d COMBINATION LOCK STRIKE RED VINYL AND PADLOCK HASP AUTOMATIC HOLD OPEN ARM AND CURB WITH INTEGRAL CAP COVER RELEASE FLASHING AND CLIP IFTING MECHANISM I' RIGID FIBERBOARD HOUSING INSULATION SHEET METAL CRICKET AT o n o o c HIGH SIDE OF CURB I i i SHEET METAL FRAME I I SAFETY POST BEYOI*!D II II I pl BENT PLATE LADDER 3'-0- X 2'-6' ROOF HATCH SUPPORTS 6-U2'x3'x114' AT 5'-0' HORIZ. U.E'LDED T Ii STRUCT. TUBE COLUMNS i i LiPAINT LADDER STRINGERS, I I RUNGS AND BRACING - TYP, I I 314' DIAMETER XI'-6' STEEL BAR RUNGS AT 1'-0' O,C,i 3/4'X2 V2' STEEL BAR STRINGER 3'x3'x1/4' STEEL ANGLE WELD TO STRINGER AND FASTEN TO CONCRETE PADLOCK EYE LATCH STRIKE I' FIBERGLASS INSULATION THROUGHOUT COVER HINGE FLASHING l ; ROOFING - SEE SPECS TREATED WOOD NAILER AND SHIM ANCHOR TO EDGE STEEL ANGLE W/ 3/8' BOL TS AT 16' O.C. (MAX.) - TYP. Jill lul I I 7ROOFTOP HATCH AND LADDER SCALE:1" = 1'-0" I 22 GA. (MIN) GALVANIZED, SHEET METAL FLASHING- LAP I ROOFTOP MOUNTED EQUIPMENT AND SEAL ALL SEAMS INDICATED IN MECH. DRAWINGS HEAVY GAUGE STEEL CURB II BOLT EQUIPMENT TO WOD BLOCKING THROUGH FRAME WITH 310' SEALANT GALVANIZED LAG BOLTS AND WASHERS AT 12' O.C. (MAX) MEMBRANE FLASHING PER ROOFING MFR. RECOMMENDATIONS BOLT CURB THROUGH TO STEEL ROOF DECK USING W' GALVANIZED NEX — BOL TS AND WASHERS AT IS' O.C. (MAX) PRESSURE TREATED 2x6 WOOD BLOCKING STEEL FRAME SECURED TO ROOF FRAMING AS SHOW IN STRUCTURAL DETAIL FOR TYPICAL ROOF OPENING MEMBRANE ROOFII 5 ON MINIMUM R-19 RIGID INSULATION ROOFTOP EQUIPMENT CURE DETAIL SCALE: 1-1/2' = V-0" o.t.l./Roofkp 4NOT USED 8CALE: FLEXIBLE EXPANSION COUPLIIK7 AND CLAMP BY PORTALS PLUS 3' PVC DRAIN PIPE- ROUTE DOU,N THROUGH COLUMN SEE TYPICAL COPING DETAIL SEALANT ALL AROUND MEMBRANE FLASHING SHEET METAL T14RO(4F-1 WALL EMERGENCY OVERFLOW SCUPPER REFERENCE SMACNA F16 1-26A (SEE ROOF PLAN) MEMBRANE FLASHING 4ROOF" SCUPPER DETAIL 8CALE:1-112T-O' E.3 E.2 I SINGLE PLY MEMBRANE I I PORTAL S PLUS SCUPPER DRAIN l EXTEND ALL PLIES UNDER FLASHING CLAMP I ROOF MEMBRANE TAPERED INSULATION ROOF DECK I I 2 LAYERS 1/2' GYP. SNEATNING I SIDE WALL SCUPPER SCALE:3" 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 ( fl www.zennergroup.com Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 ! _ _ _ _--_ - 0_-= - --- ------- ----- ---� ---- -_--- - ------------ ------------- drawn by: sec checked by: sheet no.: 2E ROOF DETAILS Q Q 1 oil W Sm so Fw 41 ■■ ■ ■■ ■■■■ ■■■■■ ■■■ ■ ■ ■■ on�i ■■ : ■■ :::■ ■■■ :: ■. 'Li■ ■■■ ��: ■ r■ !llME:■ B■■ ■■ MEMOONES ■ ... Mi on ME now FAIL ME ; OEM :C ■■ : 0 Ord, ■■ ■■il/■■ ■::: .... ■� ■�d �■■■ :ME:::ME ..Lull. ■ :I::■• �.... I■ 3�88: : ME :■ME SEEM _� , . ' 01 Q ::y C:1:l: ;1 :' ME::MEMEs ...... .■ OEM ■■■ - I d _ ►a Cal::� ■ Elm �• 1111 ..� ■ on =I= lull ■■■■. ' _ 31 ._ /1 , ■ s - -- ■ Ell N .v lull ■ ::. L` ■. i i7 _ ttiip� �� 1127fiSii�7Sff112I2II.S.::l� !!lulltSiis ■ _ ■ mini ----- ..:--- RON .■ ■ 18O STU C�Q_I ■MIN ►■lulman l ME■ :: C>.Iwt ■ E Ia so ONE • ME owl is ISM sME■■■O ' ■ m ■■■■■■ ■ ■■■■■■■ ■■ ■ :� ■ :: :: ■ mill NS ME ►1 Lull ■ ■■■ ■■NE ■ ::� ■ ■MEN W ■ -- ■ soil an u un ■ :■. ■ CME ■■on Us Maul _ on O:: ■ i : :so ' ■ �: ■I . �::■■- .. ■ME■■ so ■ �z� :No :3 ■■ III FAR, ■■ I ■ uffla ■■ IIINo..■.■.■...■ LIM ■ ■■■ ■I■■III ■■ONE ■■■■ i 2 SECOND FLOOR REFLECTED CEILING PLAN x 9 co 01 0 -o drawing legend: 2X2 LAY -IN CEILING TILE SUSPENDED LINEAR METAL CEILING 2X2 RETURN AIR GRILLE EXHAUST FAN 2X2 SUPPLY AIR GRILLE 2X4 FLUORESCENT LIGHT — FIXTURE 2X4 FLUORESCENT NIGHT 2X4 FLUORESCENT EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP 2X2 FLUORESCENT LIGHT _ FIXTURE — 2X2 FLUORESCENT NIGHT LIGHT FIXTURE r — 2X2 FLUORESCENT i EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP = /2X4 PARABOLIC LIGHT FIXTURE RECESSED (U.N.O.) j'_r,�)) 2X2 PARABOLIC LIGHT FIXTURE 2X2 RECESSED PARABOLIC METAL HALIDE FIXTURE SUSPENDED STRIP FLOURESCENT FIXTURE WALL MOUNTED LIGHT FIXTURE O SURFACE MOUNTED CAN FIXTURE i l O RECESSED CAN FIXTURE O SUSPENDED METAL HALIDE FIXTURE 3.9 ® ILLUMINATED EXIT SIGN I O ® DIRECTIONAL ILLUMINATED EXIT SIGN I 7\0(' I r Exrr -'DIRECTIONAL EMERGENCY �/' I LIGHT/ EXIT LIGHT i\1``--�� 4®� o EMERGENCY LIGHT / EXIT LIGHT 4 WALL MOUNTED JUNCTION BOX CEILING TYPE (SEE SCHEDULE) HEIGHT ABOVE FINISHED FLOOR CENTER GRID OR TILE BETWEEN NEAREST PARALLEL WALLS FULL BEGIN FULL TILE AT LINE TILE INDICATED R YJIV By.-,! ' ! Sanford F ire Date: Ll tion Div. OYER14EAP i DOOR T YP. 0 0 SHOWROOM REFLECTED CEILING PLAN 'r SCALE:1/8" = T-0" N; 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com isauaOnce:s:�� -=- Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 ,,,,,� - - _ =_ 0 Now - -= ------------ ro ect drawn by: sec checked by: sheet no.: SHOWROOM & SECOND FLOOR REFLECTED CEILING PLAN I I I I G ------------- ------_..._— --- --- ---.-.--------- ®. _ _ - _ _ - _ _ _ _ _ _ _ _ _ drawing legend: I I _ 2X2 LAY -IN CEILING TILE - - 2X4 PARABOLIC LIGHT FIXTURE RECESSED (U.N.O.) I SUSPENDED LINEAR METAL CEILING - -_ 2X2 PARABOLIC LIGHT FIXTURE 2X2 RETURN AIR GRILLE - - 2X2 RECESSED PARABOLIC EXHAUST FAN - METAL HALIDE FIXTURE 2X2 SUPPLY AIR GRILLE SUSPENDED STRIP FLOURESCENT FIXTURE -�- WALL MOUNTED LIGHT FIXTURE 2X4 FLUORESCENT LIGHT O SURFACE MOUNTED CAN FIXTURE FIXTURE Q RECESSED CAN FIXTURE UN SUSPENDED METAL HALIDE FIXTURE NL 2X4 FLUORESCENT NIGHT LIGHT FIXTURE ® ILLUMINATED EXIT SIGN ® DIRECTIONAL ILLUMINATED EXIT SIGN - �- 2X4 FLUORESCENT «" EMERGENCY LIGHT FIXTURE EXIT DIRECTIONAL EMERGENCY ON BATTERY BACK-UP a• LIGHT / EXIT LIGHT I_ ®� EMERGENCY LIGHT I EXIT LIGHT FLUORESCENT LIGHT FIXTURE 4 WALL MOUNTED JUNCTION BOX - FIXY CEILING TYPE (SEE SCHEDULE) 2X2 FLUORESCENT NIGHT LIGHT FIXTURE HEIGHT ABOVE FINISHED FLOOR CENTER GRID OR TILE BETWEEN NEAREST PARALLEL WALLS 2X2 FLUORESCENT EMERGENCY LIGHT FIXTURE puLL BEGIN FULL TILE AT LINE ON BATTERY BACK-UP TILE INDICATED Em m m I m mE m m m m mE Ill III I11 III III III III III III I III IIIE III III III III III III III III III I III III III III III III III Ill III ill III III III III III III III III III III 1 III III III III 111 III III III III III III III III III I III III III III III III I III III III III III III III III III III III III III III III III III III III III I III III III III I III III III III III III 1 III III III III III III III III III III III Iil III III I III III III III I11 III 1 III ul nl nl ul ul nl ul nl nl nl III III III III III III III 111 I11 I III III III III I III III III III III III III III III III III III III I11 III I11 I III nl ul nl nl nl nl ul n, ul III III M III III I III I11 III III III III III III III III 111 III III III 111 III I III III III III I III III Iil III III I11 III III III III III III III I11 III III 1 III III III III III III III III III III III III III III I III III III III I11 III 1 III III III III III III III III III III III III �I�I I �I��1II� I III IWW11 III I�IJI III III I I I I III III III I III III III III III 111 III III III III III III III III III III 1 III III III III III tll III III III III III III III III III III III III III I III III III II III III III III 111 III 111 - -i+l- - ---IN -- - +--E3-- -+++ III III I III III III III III III III III III I I I 1�11� IWWI I IWI I IWWI I ICI �I III i IWI I �, � � ITI ITI ITI ffl ITI � ITI III III III III III III III III III III III III III I III III III III III III 1 III III III III III III III III III III III III III III III III III III 111 III I III III III III III III III III III III III III III III I 111 III III I11 III III I III III III III I III III III III III III III III III III III III III III III III I I11 Ill I III IWI I I III IWI I I�LII IWWI I IWI I III 1 I� E ITI � ITI ITI 7- ITI m ffl ITI � I IITI II '-NOT E:Il' IEt-D- 00fR0'jiN�-TE-+11- 1I I III III III �^ I I j ��{{ Y,�Fr Ij l III III I iii t iil UJI I N Z+N LA 1 (. )UT III III III III Ill Ill III Ill III III III III III I III III III III I III III III III III III 1 III III III IJIJI IWII IyII, IWII IWWII III IWWII IWII �� � frl IITI i� IITI ffl �� RI 1 IITI III III III III III III III III III I III III III III I III III III I11 III 111 III III III III III III III III III III 1 III III III III I III III III III III III III III III III III III III III I11 III 1 III III III III I11 III I II III III III 111 III III I III III I ID 9trUCt.l I III III I III III III III III III I II II Ili I I III III III III III III III II N $ E I� 1 hH E III III III III III III III II I I Ill Ill 111 I III III III III II III 1 III III III III � III III III III III III III rrr- -- —-m III III III III III III III III III Ill III III III III III I11 III III III I III III III III I III III III III III III III III III III III III III III III III 1 III III III I11 III III III I11 III III III III III III III III III III III III 1 III III III III I III III III III III III III III III III III 111 III III III III I III III III III I III III III III III III III III III III III III III III III III I III III III III I11 III III III III III III III III III I III III III III III III 1 III _- III III III 1 III III III III III III III III III III III III III III III III 1 III III III III III III III III III III III f III III III III III III III III III 1 III III III III III III III III I11 III III -' III III III I III III III III III III I III �'� III III III III III III III III III III - __ w 1I 1 w w w w u.l y I w E l tu Lu - - - - -- - - - - - ------ -_-atA L u�u I I I I 1 1 PARTS & SERVICE REFLECTED CEILING PLAN fo�o scaLe:vs' C T. ow 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com issuances: =— Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 03-03-04 ---------------- =..._ == - -- 4m -- = __-__---- ---------- _ > - •� - ------- - -- - - - - -. _�. -_ =- -- -- -- _ - :protect no : =_ _ W:_-- _249004 drawn by: sec checked by: sheet no.: x 0 m & SERVICE REFLECTED CEILING PLAN 7.1 7 � I I I I I I I I I I drawing legend: I 2X2 LAY -IN CEILING TILE - 2X4 PARABOLIC LIGHT FIXTURE RECESSED (U.N.O.) SUSPENDED LINEAR METAL CEILING - _-- 2X2 PARABOLIC LIGHT FIXTURE I - 2X2 RETURN AIR GRILLE - - 2X2 RECESSED PARABOLIC EXHAUST FAN - - METAL HALIDE FIXTURE I X I 2X2 SUPPLY AIR GRILLE SUSPENDED STRIP ICI}- FLOURESCENT FIXTURE -- WALL MOUNTED LIGHT FIXTURE 2X4 FLUORESCENT LIGHT O SURFACE MOUNTED CAN FIXTURE - FIXTURE 0 RECESSED CAN FIXTURE I O SUSPENDED METAL HALIDE FIXTURE NL 2X4 FLUORESCENT NIGHT LIGHT FIXTURE ® ILLUMINATED EXIT SIGN ® DIRECTIONAL ILLUMINATED EXIT SIGN -I I- 2X4 FLUORESCENT EMERGENCY LIGHT FIXTURE EXlT DIRECTIONAL EMERGENCY - ON BATTERY BACK-UP LIGHT / EXIT LIGHT ®� EMERGENCY LIGHT / EXIT LIGHT FLUORESCENT LIGHT FIXTURE WALL MOUNTED JUNCTION BOX - FIX CEILING TYPE (SEE SCHEDULE) I 8'-fD' - 2X2 FLUORESCENT NIGHT A LIGHT FIXTURE 6HEIGHT ABOVE FINISHED FLOOR 4,31CENTER GRID OR TILE BETWEEN NEAREST PARALLEL WALLS - ®- 2X2 FLUORESCENT EMERGENCY LIGHT FIXTURE FULL BEGIN FULL TILE AT LINE - ON BATTERY BACK-UP TILE INDICATED 4 3 I . I ; I ! i 1 ! - _ _ _- ---- _ -_-- - ----- - ___-- --- _ __--- - _-- _--- - ---- - -_-' I I II ! I N I ! ! ! I ! I I I ! 1 I I ! I I ! 1 ! I I ! I I N H N N ! N I H N ! N o I I I ! o f H WE I/A43 I -_-- I --®---- ....r- ®®®®® (��m ®-®-®-.._.- .�®.-� � ®------- I -- ---- '� -- I I C -- --- -�Y - I __. i i 1' �`1D .. , 6 5 I I I I 1 1 iI I I I I I I 1 I I I ( I I I I I I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com v Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 03-03-04 ------------------- ------------- --------------- 0) = _= -� --- -_ _ _- -- . - i ire - _ ■ � =__W _ - _0 V :Project no =- 249004 drawn by. sec checked by: sheet no.: a- 1 SERVICE ®RIVE REFLECTED CEILING PLAN rlo,�o La. 4 A4.2 ,44.1 N SERVICE DRIVE REFLECTED CEILING PLAN exterior material key notes: 1 3-COAT STUCCO FINISH WITH 1' REVEALS g STUCCO OVER C.M.U. - 17 CANOPY COLOR TO MATCH 'TOYOTA WHITE' COLOR TO MATCH 'TOYOTA WHITE' STEEL SECTIONAL 2 ALUMINUM AND I' LOW-E INSULATING 10 112' TEMPERED GLASS 18 OVERHEAD DOOR GLASS CURTAIN WALL SYSTEM > NARROW STILE ENTRY DOORS ALUMINUM AND 114' 3 ALUMINUM COMPOSITE MATERIAL 19 SPANDREL GLASS > > (ACM) PANELS (NOT USED) 11 FULL GLASS PANEL < > CURTAIN WALL SYSTEM OVERHEAD DOOR STEEL SECTIONAL 2 p OVERHEAD DOOR - 4 SIGNAGE BY OU,NER. INSTALL 1/2- 12 STAINLESS STEEL RODS t PAINT TO MATCH STUCCO PLYWOOD BACKING AT SIGN FITTINGS 21 OVERFLOW SCUPPER - L OCA TIONS (T YP.) SEE ROOF PLAN A3.1 5 GUTTER < 13 SPANDREL GLASS 22 ACCESS LADDER - SEE DETAIL 6 DOUNSPOUT < 14 PAINTED METAL COPING < 23 SCREEN WALL TOYOTA FASCIA- LOUVER, SEE MECH. STEEL SECTIONAL FIN16N TO MATCH 'TOYOTA < > 7 LIGHT BAR -SEE COLOR LEGEND 15 OVERHEAD DOOR WITH 24 MEDIUM GRAY' ALUMINUM 4 GLASS PANELS PAINTED IMAGE BAND 3 ALUMINUM d 1' LOW-E INSULATING GLASS 16 METAL DOOR - PAINT TO 25 PROVIDED BY OWNER < > STOREFRONT SYSTEM MATCH STUCCO COLOR - 'TOYOTA RED' exterior finish note: GENERAL CONTRACTOR SHALL SUBMIT MATERIAL BOARD SAMPLES OR 'MOCK-UPS' OF ALL FINISHES, INCLUDING AND SPECIFICALLY COLOR VARIATIONS, FOR ALL EXTERIOR SURFACE MATERIALS. THE SIZE OF ALL SUBMITTALS SHALL BE A MINIMUM OF 12' x 12'. THE ARCHITECT SHALL REVIEW AND APPROVE PRIOR TO THE COMMENCEMENT OF INSTALLATION OF ANY EXTERIOR SURFACE ASSEMBLY. legend: I' INSULATED LOW-E GLASS 114 SPANDREL GLASS RED LIGHT BAR BLACK PAINTED E.I.F.S. STRIPE E G.2 s 3 8 4 KEY PLAN � 7 PARTIAL EAST E ' EVATION T.O.OIL SEFVIG2' 28'-0' AF.S. TO. CAg UTASH PAR4 17'-6' AF,S, FI r�o2R I I I I 0'-0' AF.S. 6 PARTIAL EAST ELEVATION88CALE:1/8"PARTIAL EAT E SCALER/8" ■ T-0" ■ T-0" T.O. 6ERVIG1= T-O. 11 STORaG� Y 14'-0' AF-6- OiL FIRST FLQO9 0'-O' AF.5. 5 PARTIAL EAST ELEVATION 8CALE:1/8" ¢ T-0" OIL T.O. A PST _ I _ 31'-b' AF.S. OIL T.O. MULLION 24'-b' AF,S. mk T.D. PARAPET 2P-9' AF,S. r Jr- -0' T ,V-0 1— 4'-0' AF.S. m FIRST FLOOR 0'-0' AF.S. 1.5 2 2.5 2.8 3 4 5 6 qIq 4 PARTIAL NORTH ELEVATION T 1 FRA229 SHOP 28'-O' AF.S. OIL T.O. 5ERACE DRIVE PARAPET pk FIROPLO—Qf� 0'-0- AF.S. 3 PARTIAL NORTH ELEVATION � NORTH ELEVATION lJ / n� UC�� 1' VIA ��� I�� v �� �� ': � r; SCALEA/16" . -0" H G.2 GA G F.9 F E.3 E.2 E D.2 DA D C B.1 B A.9 A.6 A.4 2 1 1 �� 7 1 1 2 23 2 22 1 19 12 4 1 23 2 2 7 4 22; 1 4 I 11 Fi 1 II a6.1 mk T.O.-EARAPET Y 31'-6' AF.S. i 12'- 3 L 12'-3' 1,II'-10' ATION A Ii — I PET ---------------------------- -------- - — ------------------ ;:-------- -- --- ------------------------ ---- -------------- 7771 EXPRESS ERVICE SERVICE 7-1 -.� 49 ; ';',,1 51 J �..7-77 F EASTELEVATION s1 I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (t) www.zennergroup.com ==-=_ Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 LL-- -_ _----- _= - -+ O _ c- Y -- - T..®r _- W -- O = H ------------ project-no = = -_ = - 249004 drawn by. sec checked by: sheet no.: MW .mLD EXTERIOR ELEVATIONS T.O.OIL SE9 ?0'-0' AJ Ak T.O. CAB I7'-6' AFS T.O. COME 14'-0' AF, OL FIRST FLC 0'-C' AF G.2 O$ECOND FLOOR '-0' AF.S. o, CAR.W,, 5H PARAPET FI ST FLOOR- 0'-0* AFS. i PARTIAL WEST ELEVATION SCALE:1/8" a 1'-0" G.2 6 PARTIAL WEST ELEVATION 4 I nG2 5 PARTIAL 8CALE:1/8 ■ 1'-0" A nH ELEVATION exterior material key notes: < >1 3-COAT STUCCO FINISH WITH I' REVEALS <9 STUCCO OVER G.M.U. - 17 CANOPY COLOR TO MATCH 'TOYOTA WHITE' COLOR TO mATCH 'TOYOTA WHITE' STEEL SECTIONAL 2 ALUMINUM AND 1' 1--OW-E INSULATING 1p 112' TEMPERED GLASS 18 OVERHEAD DOOR GLASS CURTAIN WALL SYSTEM NARROW STILE ENTRY DOORS ALUMINUM AND 114' ALUMINUM COMP051TE MATERIAL 19 SPANDREL 6LA55 3 (ACM) PANELS (NOT USED) 11 FULL GLASS PANEL CURTAIN WALL SYSTEM OVERHEAD DOOR STEEL SECTIONAL 20 OVERHEAD DOOR - 4 SIGNAGE BY OU,NER. INSTALL W' 12 5TAINLE65 STEEL RODS S PAINT TO MATCH STUCCO PLYWOOD RACKING AT SIGN FITTINGS OVERFLOW SCUPPER - LOCATIONS (TYPE �1 SEE ROOF PLAN A3.1 5 > < > GUTTER 13 SPANDREL GLASS ACCESS LADDER - SEE DETAIL g DOU.NSPOUT < 14 PAINTED METAL COPING < 23 SCREEN WALL TOYOTA FASCIA- LOUYER, SEE MECN. STEEL SECTIONAL �� FIN15H TO MATCH "TOYOTA 7 LIGHT BAR -SEE COLOR LEGEND 15 OVERHEAD DOOR WITH MEDIUM GRAY' ALUMINUM 4 GL AS5 PANELS PAINTED IMAGE BAND 6 ALUMINUM t I' LOW-E INSULATING GLASS < > METAL DOOR - PAINT TO �5 PROVIDED BY OU,NER STOREFRONT SYSTEM 16 MATCH STUCCO COLOR - 'TOYOTA RED' exterior finish note: GENERAL CONTRACTOR SHALL SUBMIT MATERIAL BOARD SAMPLES OR 'MOCK-UPS' OF ALL FINISHES, INCLUDING AND SPECIFICALLY COLOR VARIATIONS, FOR ALL EXTERIOR SURFACE MATERIALS. THE SIZE OF ALL SUBMITTALS SHALL RE A MINIMUM OF 12' x 12'. THE ARCHITECT SHALL REVIEW AND APPROVE PRIOR TO THE COMMENCEMENT OF INSTALLATION OF ANY EXTERIOR SURFACE ASSEMEL Y. KIBOOM ATRIUM I F.S. LION F.S. PARAPET F.S. 0002 °.S. 3 PARTIAL SOUTH ELEVATION A.4 A.6 A.9 � B.1 n � D.1 D.2 � E.2 E.3 n F.9 G G.1 G.2 2 SOUTH ELEVATION SCALER/16" ■ 1'-0" SECOND FLOOR >' AFS. WRZICE,�HOP 0' AFS. 29LIVERY ATRIUM P' AP,5. -DEL l�RY PARAPET A.F.S. -QELyEEY PARAPET �' AFS. T FLOOR >' AFS. WEST ELEVATION SCALE:1/8' a T-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _ :== Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 = (� - _ - _ — --- . 37 ------------------------- �.. - drawn by: sec checked by: sheet no.: EXTERIOR ELEVATIONS I T.OITFEL I I I I I i I I I I I Ir- I I I I I I I I I I I I I I I I I I I I 111 IL I GENERAL I OFFICE I �(�I BUSINESS ®EVELOPMENT I BREAK ROOM I I I I MEETING I I I ROOM I I I I STAIR I I I I I PAYROLL I I - I I I 48 - ... 48 I I I III SERVICE ADVISORS CUSTOM WAITINC I II I KIDS F&I F&I F&I I F&I I I COMPUTE�' TEL. ELECT. RM. F&I WAITING OR � _ER-VIQE- - PRIVY F r--1L--� -I r--- I r- �L--_I---J I I OIL T.D. PARAPET OIL T O. ?ND FLOOR 28'-0' AF.S. OIL T.O. PAR66ET 2I'-0' AF.S. FIRST FLOOR FINI ELEY.• 01-0' T.O. ?ND FLOOR PARAPET A.F.S. I T.O. 1?5L1vx 1 Y ATRIUM — I— — a4'-b • AF.6. I I I I i — SECONP FLOOR FIN. SLAB OL I I I I I I I I FIR5T F4-QOR—FIN. SLAB ELEY.-O'-O' L--_I___J L--_I___J I L----I____J L_-__I___-J L---_1_ _J L____I__J -, ____ I I I I I I I I I I BUILDING SECTION SCALE:1/8r c 1'-0' BUILDING SE&ION I I I I I I I I I I I I SCALE./8" : 1'-0" I I I I I I I I I I I I I 7.1 S 9 lz , I 7. PARAPET EY.463'-O' 2 PARTIAL BUILDING SECTION Y Y 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (t) www.zennergroup.com Issuances" Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 :protact249004 drawn by: sec checked by: sheet no.: PARTIAL BUILDING SECTION x 8CALE:1/8" s 1'-0" m BUILDING SECTIONS 4' FOAM CANT STRIP SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING I I I - SUSPENDED CEIL=ING� ` 14'-0' AFS. F- I I I PARTS CENTER 105 I + I I I I I F I I I I I I I I I FOUNDATION AND SLAB -SEE 5TRUCT. — ib GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH T.O. PARAPET -b' METAL FRAMING AT 16' O.C. -THREE-COAT STUCCO ON GALY. METAL LATH OVER 150 FELT VAPOR BARRIER HORIZ_STUCCO JOINT ELEY: I1'-b' AF.S, E.3 E.2 _ I II 7 _ T.O. PA.41'ET 51j4LE PLY ROOFING ON 31'-6' AFS. IW,,ULATION BOARD SECURED TO STRUCTURAL METAL DECKING ' I l 30'-1' AFS� I iv b' METAL FRAMING AT 16' O.C. i CONTROL JOINT THREE -COAT STUCCO I I I JL ON GAL V, METAL LATH OVER 150 FELT VAPOR BARRIER I I I 1/2' EXTERIOR GYPSUM SHEATHING R-19 FIBERGLASS I __- BATT INSULATION -" (TYPICAL) I / _ T.O. MULLION _ ll _ 24'-b' AFS. I - I 8 7.5 I I 5 _ B.O. MULL ION f 21'•0' AF.S. 1 - � — I 1 I I I I I I R-19 FIBER5LA55 I/?' EXTERIOR BATT INSULATION (TYPICAL) 4'x20 GAUGE METAL FRAMING AT 24' O.G. - BRACE TO STEEL JOISTS i T O MULE.. ION FOAM BACKS OD AND F RR v SEALANT - INSIDE AND m T IDE (TYPICAL) OU 5 P 4' CONC. SIDEWALK SEE CIVIL DRAWINGS FOR CONSTRUCTION DETAILS 1 I T F FIN. SLAB. S FLOOR - - - - ELEV: 0'-0' AF.S. GYPSUM SHEATHING R-19 FIBERGLASS BATT INSULATION EXTEND TO ROOF INSULATION (TYPICAL) WEEP SCREED �WAUSAU 4-SIDED STRUCTURAL GLAZED 6750 SERIES CURTAINWALL RTH WALL m /I I I I I I I � `� I II _ _ _ I 7c7 = I I I r\,�� I .I ' 14'-0' AF.S I'METAL SOFFIT PANEL - I 7 c MBCI L12 WITH WHITE POLYESTER FIN16N I I I I I _ B.O. MULL ION 1kI I T.O. MULL ION I I I I I I I I � 17 a7.' I � I MULLION \ T._- MULL 1 I� 'I I ' I I I ANODIZED ALUMINUM WRAP TO MATCH CURTAIN WALL 2x6 WOOD BLOCKING B.D. MU 1 T.O. MULL ION _ I I I' LOW-E DOUBLE PANE GLAZING, TYP. I WAUSAU HP -WALL 1' NWA CU TAIL R L I I 4' CONC. SIDEWALK SEE CIVIL DRAWINGS FOR CONSTRUCTION I I 18 DETAILS I I � I SUSPENDED ACOUSTICAL CEIL ING ANODIZED ALUMINUM COLUMN WRAP T.O.rk STEEL - - - Ib'-0' AFS. �5/6' GYP. BD. ON 20 GA. 2-1/2' METAL 5TUD5 AT 16' O.G. 1 WALL SCUPPER BEYOND I \ I I' 0 I ` l ----- --- 64 G.W.B. COLUMN WRAP BEYOND FOAM BACKER ACKE ROD AND SEALANT - IN51DE AND OUT51DE (TYPICAL) /_FOUNDATION AND SLAB -SEE STRUCT. ENTRY - SOUTH SIDE WALL SCALE:3/4" ■ T-0" FACE OF PIER BEYOND 1.5 I I 7 T�OLPP�T I _ ELEY.= 31'-6' AF.S. Y INGLE PLY ROOFING ON 1 I INSULATION BOARD SECURED /STRUCTURAL METAL DECKING T.O. STEEL - - `- - - 30'-1' AFS b' METAL FRAMING AT Ib' O.C. i" _ _ _ STUCCO `- CONTROL JOINT THREE -COAT STUCCO ON GAL V. METAL LATH OVER 150 FELT VAPOR BARRIER I I/2' EXTERIOR - GYPSUM 514EAT14ING 1 R-19 FIBERGLASS BATT INSULATION i ( TYPICAL) _ T.O. MUL L ION 24'-6' AF.S. 1' LOW-E DOUBLE I PANE GLAZING, TYP. I I I r1 B.O. MULL ION* - _ _ - �o 0 T.O. MULLION — — — I 1' STEEL ROD I ODIZED ALUMINUM WRAP TO MATCH CURTAIN WALL 2x6 ( 000 BLOCKING — _ B.Q. MUL L IQN-- _ T.O. MULLION I I — I I I MEMBRANE TAPERED INSULATION 5/8' EXT. PLYWOOD � I� �•O• h_1U_LUON� - - -- - - - - ' T_ MULLION - 14'-0' AFS. 4' CHANNEL ' I' METAL SOFFIT PANEL - I MBCI L12 WITH WHITE POLYESTER FIN15H I I I _ B.Q. MUL L IQN I _ T.O. MULLION I v I I in I _ B.O. MULLION I _ T.Q. MUL LION I I I in ANODIZED ALUMINUM WRAP TO MATCH CURTAIN WALL 2x6 WOOD BLOCKING I _ B.Q. MULLION _ T.D. MULL ION I' LOW-E DOUBLE I PANE GLAZING, TYP. WAU5AU NP-WALL CURTAINWALL v FOAM BACKS D O R RO AND SEALANT - NSIDE AND OUTSIDE (TYPICAL) 4' CONC. SIDEWALK I I 7. SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL OVER PROTECTION BOARD AND WRAPPED UNDER CAP FLASHING SINGLE PLY ROOFING ON R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING SECURE METAL STUDS TO SUSPENDED ACOUSTICAL CPI.U. AND EXTEND G W.B. CEILING 6' ABOVE CEILING (TYP.) 5/8' GYP. BD. ON 20 GA, 2-1/2' METAL STUDS AT Ib' O.G. SUSPENDED ACOUSTICAL CEILING 5/8'0.W.B. ON 20 GAUGE 2-1/2' METAL STUDS AT ib' O.C. (TYPICAL G.W.B. CONSTRUCTION AT MASONRY WALLS UNLESS NOTED) CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER 4' THICK GRA VEL BASE ON APREPARED SUBGRADE. - ANODIZED ALUMINUM COLUMN WRAP SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 4' CONCRETE SLAB 3 EAST WALL AT ENTRANCE SCALE:3/4" 1'-0" 15T FLOOR FIN. SLAB. �Y ELEY: 0'-0' AFS. 1 7.5 - T O. ARAPI^ T _ ELEY.=31'.6' AFS. a, I 'o o / a � . — — % xz 6TEEL ELEY. 2&'-&' AFS. a- HO 1 . STUCCO JOINT ELEY: 26'-0' AFS. 'o 0 / THREE -COAT STUCCO ON C.M.U. 12' CMU W/ INSULATED CELLS 1-IORIZ. STUCCO JOINT ELEY: 24'-6' AfS. - FINISH C I ING SEE R.C.P. NORIZ. STUCCO JOINT ELEY: 21'-C' AF.S. HORIZ. STUCCO JOINT ELEY: I1'-6' AF.S. _.� HORZ. STUCCO JOINT Y ELEY: 14'-0' AFS. 2ND FLOOR FIN. FL. 14'-0' AF.S. I-IORIZ. STUCCO JOINT ELEY: ELEY: 12' CMU W/ INSULATED / CELLS THREE -COAT STUCCO ON CI'I.C1, NO I . STUCCO JOINT ELEY: 3'-6' A.FS. SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL OVER PROTECTION BOARD, AND WRAPPED UNDER CAP FLA5NING 61W-.2LE PLY ROOFING ON R-15 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING G I I1 17.5 T.O. PARAPET ELEY.=31'-b' AFS. I I I I I I I I SECURE METAL STUDS TO Cl'1 U. AND EXTEND G,W.B. b' ABOVE CEILING SUSPENDED ACOUSTICAL CEILING I _ I I _ I I I I — I i I I = I — I - I I I I ( I I I I I I I I I I I I - I I I I I 5/S' GYP. BD. ON 2-1/2' MTL. STUDS. AT 16' O.C. - I STAIR 2" STAIR STRINGER - SEE STAIR DETAILS - I - I = 2-W' MTL. STUDS. AT ib' O.C. WEEP SCREED, AS REQUIRED A ON 6 MIL CONCRETE SLAB PER IBC 251?,I? VAPOR BARRIER OVER 4' I STOP STUCCO FINISH 2' MIN. THICK GRAVEL BASE ON ABOVE PAVED AREAS PREPARED SUBGRADE. - WINGS 5 STRUCTURAL DRA EE I/2' EXPANSION STRIP FOR ADDITIONAL (TYPICAL) INFORMATION 4' THICK CONCRETE SIDEWALK REINF. W/ 6xb 10/10 W.WF. 15T FLOOR FIN. SLAB. Zz 2WEST WALL AT ELEC. RM. 122 80ALE:3/4" - 1'- 0' SOUTH WALL AT SCALE:3/4" a 1'-0' 12' CMU W/ INSULATED CELLS -COAT STUCCO ON CI-i.U. xxTWO - T.O. ELEY. VARIES HORIZ. STUCCO JOINT ELEY: 26'-0' AFS. I jQRIZ. STUCCO OINT ELEY: 24'-b' AFS. FINISH CEILING 22'-0' AFS. HORIZ. STUCCO JOINT -LEV: 21'-0' AF.S. NORIZ. STUCCO JOINT ELEV: Ab NORIZ. STUCCO JOINT IF ELEY: 14'--0' AFS. 2ND FLOOR FIN. FL. 14'-0' AFS. ELEY: HORIZ. STUCCO JOINT ELEY: 12' CMU W/ INSULATED / CELLS THREE -COAT STUCCO / ON G.M.U. H I .STUCCO JOINT ELEY: 3'-6' AFS. WEEP SCREED, AS REQUIRED PER 15C 2512.12 FINISH ?MIN T STUCCO NISH STOP ABOVE PAVED AREAS 1/2' EXPANSION STRIP (TYPICAL) 4' THICK CONCRETE SIDEWALK REINF. W/ 6xb 10/10 W.IUF. 1 T FLOOR FIN. SLAB. 5 v. 0'- ' AF . _�LE 0 S 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zenn9r9roup.c0m ----- ---- _: _ Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 - -- - -_ _ - c _- O _=. Z. - - _._---------- -= 4®_- - =C -_ e = a) -- project no _-- =_ -__ 249004 drawn by: sec checked by: sheet no.: WALL SECTIONS S T.O. PA-EAff T 31'-6' AFS. T.O. ROOF mk ELEY. VARIES T.O. STEEL _ ELEY. VARIES 28'-0' AFS. R-19 FIBER65LA55 BATT INSULATION 14 a7.5 / TOP OF MULLIQ WAUSAU 6250 SERIES STRUCTURAL GLAZED CURTAINWALL BOTTOM OF WINDOW 21'-0' AFS. R-19 FIBERGLASS BATT I INSULATION 4' FOAM CANT STRIP FINISH G.ILING _ - ELEV.- 14'.0' A.F.S. IS GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP i FLASHING \ 4'FOAM CANT STRIP MATCH COLUMN WI TH I SUSPENDED ACOUSTICAL CEIL 11ra 5/0' G.W.B. ON ?? GA. 3-5/8' METAL FRAMING 0 I6' O.C. STRUCTURAL STEEL X-BRACING RODS - PAINTED WWITE 6 METAL FRAMING AT 16' O.C.- 5/8' G.W.B. ON 22 GAUGE, 3-5/43' METAL FRAMING AT 16' D.G. (TYP. INTERIOR FRAMING) 4 ENTRY CLERESTORY SOUTH WALL 8CALE:3/4" a 1'-0" 112' EXT. GYP. 5HEATHIWu —� R-13 FIBERGLASS BATT IN5ULATION -JOTUCCO CONTROL INT 2$'-0' AF.S. THREE -COAT STUCCO ON GALY. METAL LATH OVER 150 FELT VAPOR BARRIER R-19 FIBERGLASS BATT INSULATION (?'METAL FRAMING AT 16' O.C. T.O. STEEL TUBE / 15'-0' AFS. 1 B.O. SOFFIT Ak_ f4'-0' AFS. I I I I I I I I I I I I I I ASPHALT PAYING - SEE CIVIL DRAWINGS 511 FIRST F CO FIN15N 6LA13i E'LEY.c 0'-0' 18 GAUGE PRE -FORMED SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLASHING 4' FOAM CANT STRIP \ 3-5/0' STUD HANGER z BEYOND DOOR OYERHEAD DOOR � F- 6 = a 7.5 TRACK I I O I I IU I I I I / SUSPENDED ACOUSTICAL CEILING 16 GAUGE PRE-FOW FO STEEL COPING - KYNAR FINISH 5TUCG0 CONTROL JOINT 0 10' METAL FRAMING AT 24' O.G. 112' EXT. GYP. SHEATHING STUCCO CAL JOINT ?8'-0' AF.S. THREE -COAT STUCCO ON GALY. METAL LATH OVER 150 FELT VAPOR `- BARRIER — SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL MI••'T A 1 I11^�V I. 1I 3 7 a7.5 SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF 6' METAL FRAMING IN ` / WALL AND WRAPPED UNDER CAP AT 24' O.C. IN FLASHING BETWEEN STRUCTURAL STEEL CHANNELS AT 4' FOAM CANT STRIP 4'-0' O.C. SINGLE PLY ROOFING ON PRESSURE TREATED INSULATION BOARD SECURED TO 2x6 STRUCTURAL METAL DECKING �,;f 1ij ti•��< j�,./' :<xX ;'. A.F.S. c�a*ITROL JOINT `i 28'-0' AFS. ` = R-13 FIBERGLASS GATT INSULATION-- R-19 FIBERGLASS BATT INSULATION THREE -COAT STUCCO ON GALV. METAL LATH OVER 150 FELT VAPOR BARRIER OP -OF MUL LION Y 24'-&' AF.S. 1 I L50TTOM OF CEILING_ WAUSAU 6250 SERIES I STRUCTURAL GLAZED CURTAINWALL SUSPENDED ACOUSTICAL CEIL ING 5 IMILAR a7.5 i / I ` 2x6 BLOCKING - CONTINUOUS _ -r �FWJNP - 1 _11F7 ?I' -0' AFS. i -� i R-19 FIBER'LASS 13ATT INSULATION �- i IS'-S' AF.S. 5/B' G.W.B. ON 6' 22 GA METAL 12 STUDS AT I6' O.C. (SEE 4'x20 GAUGE METAL'--' PARTITION TYPES FOR ALL 7.5 FRAMING AT 24' O.G. - - I I INTERIOR PARTITION TOYOTA LIGHT BAR BRACE TO STEEL J015T5 f XTEND G.W.B. TO 6' ABOYE CONSTRUCTION - TYPICAL.) PROVIDED BY OWNER - / AS SHOUN � I FINISHE CEILING (TYPICAL) INSTALLED BY G.C. I f =y I i �J 1 _�_. S OOFFIT — I 2r) _E� O0R FIN. SLAB _ SUSPENDED ACOUSTICAL I' METAL SOFFIT PANEL VLPENPED CEILING SCREWED TO 7/8' METAL ��. FURRING CHANNELS AT 24' ACOUSTICAL FACE OF PIER BEYOND 51W G.W.B. ON 6' 22 GA METAL STUDS AT 16' O.C. (S PARTITION TYPES (SEE P R FOR ALL INTERIOR PARTITION CONSTRUCTION - TYPICAL.) CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER 4' THICK GRAVEL BASE ON PREPARED SUBGRADE. - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (9 www.zennergroup.com ssVanc.e: Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 ------------- -: - ._ .Irate ------------------ _ _...__ - c — - _—. v ------------- _ = - _- ••_- � � Ass:-=." � :. „-. c l - .7,249004 drawn by: sec, dbz checked by: sheet no.: c 0 3 x m I I 3 SOUTH WALL fiat VEHICLE DELIVERY 3CALE:3/4" ■ 1'-0" 2 EAST WALL at SHOWROOM 3CALE:3/4" = f-0" 1 EAST WALL at 2nd FLOOR SCALE:3/4" a 1'-0" WALL SECTIONS T.O. PARAPET 6' METAL FRAMING AT 16' D.C. —_ THREE -COAT STUCCO ON GAL V. METAL LATH OVER 15' FELT VAPOR BARRIER —� T.D. STEEL (LOW SIDE) _ HORIZ. STUCCO JOINT ELEV.-17'-6AFS. NORIZ. STUCCO JOINT ELEV. 14'-O' AF.S. 6' 20 GAUGE METAL FRAMING AT 16' O/C R-19 FIBERGLA55 GATT INSULATION (TYPICAL) U.E'EP SCREED - T.O. MUL ION ELEV.- 10' 6-1/'AFS. WAUSAU 4-SIDED STRUCTURAL GLAZED 9, 750 SERIES CURTAINWALL TO. MULL ION 0jL_ ELEV.- 3' 1-112' AFS. 6' 20 GAUGE METAL FRAMING AT 16' O/C 1/2' EXTERIOR GYPSl1M SHEATHING -� THREE -GOAT STUCCO ON GALY. METAL LATH OVER in 158 FELT VAPOR BARRIER R-19 FIBERGLASS BATT INSULATION (TYPICAL)-� WEEP 5CREED, AS REQUIRED PER IBC 2512.1-2 -� FIRST FLOOR FINISH SL A I I I 18 GAUGE PRE -FORMED V STEEL COPING - KYNAR �I FINISH I 51NGL E PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER GAP FLA5HING 4' FOAM CANT STRIP F51NGL E PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING PAINTED STEEL COLUMN ELEV.- 0 -0 I I 01 II' I I I I I I � I � I I --I------------------- 51NGL E PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLA51-IING SINGLE PLY ROOFING ON R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING SECURE METAL STUDS TO C.M.U. AND EXTEND G.W.B. 6' ABOVE CEILING (TYP.) SUSPENDED ACOUSTICAL CEILING 5/8'6.W.B. ON 20 GAUGE 2-1/2' METAL STUDS AT 16' D.G. (TYPICAL G.W.B. CONSTRUCTION AT MA50NRY WALLS UNLESS NOTED) CORR. 2 0] SECURE METAL STUDS TO C.M.U. AND EXTEND G.W.B. 6' ABOVE CEILING (TYP.) SUSPENDED ACOUSTICAL CEILING 5/B'G.W.B. ON 20 GAUGE 2-1/2' METAL STUDS AT 16' O.G. (TYPICAL G.W.B. CONSTRUCTION AT MASONRY WALLS UNLESS NOTED) CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER 4' THICK GRAVEL BASE ON PREPARED SUBGRADE. - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ELEV.- 0'-0' Q 0 0 IS GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH T.O. PARAPET ELEY. 31'-b' AFS. T.O. 'L EL ELEY. 2e?8'-7' AFS. THREE -COAT STUCCO ON C.M.U. INSULATED CELLS ABOVE ROOF WEEP 5CREED SURFACE MOUNTED REGLET 4' FOAM CANT STRIP SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING ELEY: 23'-4' . _ ?rid FLDOR FIN. $LAB 14'-0' AF.S. PARTS WAREHOUSE 156 a, C.M.U. -SEE STRUCTURAL DRAWINGS FOR WALL REINFORCING OIL FIRST FLOOR FINISH ELEY., 0'-C' 16 GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLASHING SMLE PLY ROOFING ON R-10 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING SERVICE DEPARTMENT 0 CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER 4' THICK GRAVEL BASE ON PREPARED WBGRAOE. - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORfIAT ION 9 9 I SIMILAR 1 V T.O. PARAPET ELEY..26' 2-1/?' AFS. THREE -COAT STUCCO ON GAL V. METAL LATH OVER 15' FELT VAPOR BARRIER 10' 16 GAUGE METAL FRAMING AT 16' O/C T O. LTEEL ELEY: 21'-II' AFS. �HORIZ. STUCCO JOINT ELEV., 21'-0' AFS. R-13 FIBERGLASS GATT INSULATION IN BEAM CAVITY R-19 FIBERGLASS GATT INSULATION HORS STUCCO JOINT ELEY: 14'-0' AF.5. NORM STUCCO JOINT ELEY: 1'-4' AF.5. 10' IS GAUGE METAL FRAMING AT 16' O/C W' PLYWOOD SHEATHING ON INTERIOR THREE -GOAT STUCCO ON GALY. METAL LATH OVER 15' FELT VAPOR BARRIER 1/2' EXTERIOR GYPSUM SHEATHING �- R-19 FIBERGLASS BATT INSULATION (TYPICAL) WEEP SCREED, AS REQUIRED PER IBC 2512.1.2 STOP STUCCO FINISH 2' MIN. ABOVE PAVED AREAS OL FIRST F 00R FINISH SLAB ELEV." 0'-0, 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _- FOR CONSTRUCTION 03-22-04 Y =LL r _ - _- -_zz- -=_' V/ _c -_ _ -m - - _ O _ 0 -� _:- - -- -- - - - - __-_(---- _ ------ -- project no=_-- -== -249004 drawn by: dbz checked by: sheet no.: 2 L----------------------I---------------------J 3 SERVICE DRIVE NORTH WALL ?� V SCALE:3/4" = 1'-0" ro PARTS SCALE:3/4" = 1'- T EAST WALL 1 SERVICE SHOP SCALE:3/4" = V-0" WALL SECTIONS R 2x PRESSURE TREATED WOOD BLOCKING IS GAUGE PRE -FORMED NAILED TO CONCRETE I STEEL COPING - KYNAR � FINISH GAUGE GALVANIZED STEEL STEEL COPING WITH 1/2' EXTERIOR KYNAR FINISH PLYWOOD SHEATHING MEMBRANE i INSIDE PARAPET (TYP.) I WATERPROOFING TO j 2x PRESSURE TREATED MEMBRANE WRAP OVER WOOD 4' FOAM CANT STRIP WOOD BLOCKING WATERPROOFING TO BLOCKING AND WALL SINGLE PLY ROOFING NAILED TO CONCRETE WRAP OVER WOOD FINISH. LAP AND SEAL i _` BLOCKING AND WALL ENDS OF FLASHING, ON INSULATION BOARD Q 'T FINISH. LAP AND SEAL SECURED TO i ENDS OF FLASHING, STRUCTURAL METAL Q EXTEND R-19 FIBERGLASS GATT WALL ECKMG CONCRETE MASONRY I °° — INSULATION TO LEVEL -- '% �: �� - X. ;� I % ' �. '� CAP BLOCK REINFORCED AS i °© _ OF ROOF DECK �� ,'` < `A/ REQUIRED BY INSULATION-----` ` ` Y STRUCTURAL DRAWINGS 2 COAT STUCCO ON VI' EXT GYP SHEATHING =_�`� ON 6' METAL FRAMING C.M.U. AT Ib' O.C. (TYPICAL) FULLY ADHERED MEMBRANE ROOFING ON ---- PROTECTION BOARD THREE -COAT STUCCO -_� SECURED TO C11 U. AT ON GAL Y. METAL LATH : -=� # V O/C EA. WAY—JI OVER 15' FELT VAPOR BARRIER � � I 19. 31-SCALE:NONECOPING AT METAL STUD PARAPET PARAPET COPING AT MASONRY • O E ��SCALE:NONE7SCALE: 1-1/2" a T-0' SCALE: 1-1/2" a T-0" 25-SCALE:NONE BCALE. NONE STRUCTURAL STEEL TUBE HEADER 3-COAT STUCCO ON METAL LATH ON BUILDING FELT GALV. WEEP SCREED 5/5' G.IU.B. ON 3-5/8' "ETAL FRAMING 3-COAT STUCCO ON METAL LATH ON BUILDING FELT GALY. WEEP SCREED 5/8' G W.S. CN 3-5/6' CIE TAL FRAMING 314' WOOD BLOCKING STRUCTURAL STEEL ROD AND CONNECTOR CURTAINWALL SILL SECTION FLASHING SEALANT BREAK METAL COVER I MATCHING CURTAINWALL FINISH SEALANT - 2SCALE. 2a CURTAIN WALL HEAD DETAIL88CALE:CURTAIN 14SCALE: " •- WALL HEAD DETAIL28CALE:MULLION 1-1/2" a Y-0' AT CANOPY ROD SUPPORT 1-1/2" a T-0" NONE .»_ a - 3 1 0 3 ALE: NONE C32-SCALE: a 1 1/2 1 0" STRUCTURAL STEEL ROD AND CONNECTOR WNI TE, IS GA. BREAK METAL COVER - SLOPE TO REAR PRE -FINISHED STEEL FLASHING IMAGE LIGHT BAR PROVIDED BY OWNER FLASHING EMBRANE ROOFING MEMBRANE ROOFING 4PERED INSULATION TAPERED INSULATION /8' EXTERIOR STEEL DECKING L YWOOD TEE L DECKING TEEL CHANNEL METAL SOFFIT PANELS STEEL CHANNEL N Ile'METAL FURRING I' ME TAL SOFFIT PANELS ON 7/8' METAL FURRING CURTAINWALL SILL SECTION IS GA. METAL FRAMING b' CHANNELS W/ 4' STUDS BREAK METAL COVER MATCHING CURTAINWALL FINISH I SEALANT ON BACKER ROD INSIDE AND OUTSIDE (TY P.) I 9 LIGHT BAR AT ENTRY CANOPY38CALE:ENTRY CANOPY AT CURTAINWALL w" a '-- " a '-0- • s - NONE 15-SCALE:NONE SCALE: 1-1/2 1 0" 1 1/2 1 NONE 27-SCALE: � , 0 21-SCALE: 33-SCALE: N N R-19 FIBERGLASS GATT INSULATION--__ Ix4 WOOD BLOCKING EDGE ANGLE BY SOFFIT PANEL MANUFACTURER 7/8 METAL 'HAT CHANNEL ' FURRING I' METAL SOFFIT PANEL - MBCI L12 WITH WHITE POL YESTER FINISH WAUSAU 4-6IDED STRUCTURAL GLAZED 6750 SERIES CURTAINWALL 5/8' G.W.B. ON METAL FRAMING 5/S' PL YWOOD BLOCKING ,., 'ANSION JOINT WITH 3/4' REVEAL VINYLCORP, P4015-100 OR SIMILAR 2-GOAT STUCCO FINISH SYSTEM CON CMU ONLY) COLOR AS NOTED G.M.U. STUCCO EXPANSION JOINT WITH 3/4' REVEAL YINYLCORP. 04075-100 OR SIMILAR SEALANT AND BACKER ROD 34-SCALE:NONE 28-SCALE: 22-SCALE: 16SCALE: CURTAINWALL HEAD DETAIL '- " 10 3/4"VINYL STUCCO CONTROL JOINT C.M.U. 4SCALE: / STUCCO CONTROL JOINT 3' a 1'-04 SCALE: NOT TO SCALE NONE NONE 3" a 1 0 35--SCALE: NONE 23-SCALE:NONE SCALE: NONE 2 9 MEMBRANE WATERPROOFING TO WAUSAU 4-6IDED WRAP OVER WOOD STRUCTURAL GLAZED BLOCKING AND WALL 6750 SERIES FINISH. LAP AND SEAL CURTAINWALL ANODIZED ALUMINUM ENDS OF FLASHING, f-BRAK METAL MATCHING CURTAINWALL FINISH TYPICAL, 3/4' VINYL _ STUCCO CONTROL JOINT �- 2xb PRESSURE - SEE DETAIL ABOVE TREATED WOOD BLOCKING 17 INTERMEDIATE MULLION DETAIL SCALE: 3" a T-0" WAUSAU 4-6IDED STRUCTURAL GLAZED c 6750 SERE I „ CURTAINWALL BACKER ROD ANC SEALANT INSIDE ANC OUTSIDE 4' CONC. SIDEWALK SEE CIVIL DRAWING° FOR CONSTRUCTION DETAIL ° V2' EXT GYP 514EATHM' •. " ON 10' 20 GA METAL " FRAMING AT I x/ THREE -GOAT STUCCO ON GAL V. METAL LATH OVER 150 FELT VAPOR i 7 BARRIER !®,j//ae 1 SECTION SCALE: a 1PARAPET i 18 GAUGE PRE -FORMED KYNAR FINISH STEEL STEEL COPIWu - KYNAR FLASHING SILL FINISH '� 2x PRESSURE TREATED GAL STUCCO EDGE ILCURTAINW4LL SECTION WOOD BLOCKING TRIM 5/8' G.W.B. ON 3-5/8' - SCREWED TO METAL - --" METAL FRAMING AT Ib' FRAMING V2' EXT PL YWOOD _ `- ry O C. MEMBRANE SHEATHING ON b' METAL WATERPROOFING TO FRAMING AT I6' O.C. WRAP OVER WOOD THREE -COAT STUCCO ----=--' IS GA. METAL FRAMING .BLOCKING AND WALL ON GALY. METAL LATH ! ~` b' CHANNELS W/ 4' FINISH. LAP AND SEAL OVER 150 FELT VAPOR =- STUDS ENDS OF FLASHING, BARRIER- 112' EXTERIOR - - R-19 FIBERGLASS GATT PLYUJOOD SHEATHING SCREED __ - -- i INSULATION INSIDE PARAPET (TYP.) GAL WEEP -- - 4' FOAM CANT STRIP COUNTER FLASHING - 4' FOAM CANT STRIP FULL ADHERED SINGLE FULL ADHERED SINGLE PLY ROOFING ON FLY ROOFING ON INSULATION BOARD INSULATION BOARD SECURED TO .. _---- ` • 'SECURED TO STRUCTURAL METAL i �; ��, i STRUCTURAL METAL DECKING \,`• - _ 5 TYPICAL FLASHING DETAIL SCALE: 1-1/2" a T-0- VV EXT GYP SHEATHING I 112' EXT GYP SHEATHING ON 10' 20 GA METAL i ON 10' 20 GA METAL FRAMING AT Ib' O.C. FRAMING AT Ib' O.C. THREE -COAT STUCCO I 6' METAL FRAMING - THREE -COAT STUCCO ON GALY. METAL LATH i SEE STRUCTURAL ON GALV. METAL LATH OVER 150 FELT VAPOR DRAWINGS OVER 15' FELT VAPOR 12' P.T. PL YWOOD BARRIER I BARRIER BLOCKING GALV. WEEP SCREED STRUCTURAL STEEL TUBE 2x12 PRESSURE TREATED _ TOYOTA LIGHT BAR �`� �' WOOD BLOCKING PROVIDED BY OU,NER - INSTALLED BY G.C. �� GAL WEEP SCREED PRE -FINISHED STEEL 4%4' "777I' METAL SOFFIT PANELS 3/4' V-JOINT DRIP ON 7/8' METAL FURRING REVEAL FLASHING � 2x PRESSURE TREATED GALY EDGE TRIM WOOD BLOCKING i SCREWED TO METAL FRAMING OVERHEAD DOOR TRACK B' 20 GA. METAL JOIST AT 45' O.C. TO SUPPORT CEILING UNDER OVERHEAD DOOR TRACK SHEET METAL SCREWED TO JOIST `- SUSPENDED ACOUSTICAL CEILING EDGE ANGLE 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 03-22-04 z — --...— __. _ - co_ - -- - - - - - — - = - ___ MENEM 11 Fes. _ Ldg - L - - - - W 77 ----------------- protect no______,_=-==---•_--249004 drawn by: dbz checked by: sheet no.: CURTAINWALL SILL DETAIL SCALE: NONE 30-SCALE:24-SCALE: LIGHT BAR DETAIL SECTION68CALE:OVERHEAD DOOR HEAD DETAIL NONE NONE 3" 1'-0" 1-1/2" a T-0" 1-1/2" = T-0" SECTION DETAILS L I la*xl Ir U.ELD TO STRII 14 GA METAL PAN 2 W' CONC. FILL W/ SYNTHETIC •-1 1-' e'.0 — l 11 - A .-.1 A T r- T.O. LANDING T-0' AF,S. 7X9.8 4' BOLT Q 2'-0' O.C. C1"l.U. W/ (2) 04 REBARS 2NT. IN GROUTED CELLS 2-1/2'X2-I/2 XI/4' S' GYP. BD. ON 2-112' .TAL 5TW$ AT 16' O.C. 8 STAIR SECTION SCALE:1" = 1'-0' 6 STAIR 1.#2 SECTION 8CALE:1/4" In 5 SEC4OND FLOOR #2 PLAN / I � 3'-4' 2'-4' 11 TREADS I AT If1' • 10'-1' 4'-3' I 4 FIRST FLOOR #2 PLAN Z 8CALE:1/4' ■ T-0" EILING ' AF.S. EILING _ AF.S. ND-& AF.S. FLOG A.F.S. .4'- F31 ' 5'-9' CLEAR 7 ELEVATOR PIT PLAN 8CALE:'1/2' ■ 1'-0' A h STEEL SAFETY BEAM PROVISIONS FOR A MI . NET LIVE LOAD OF 50M 06. ti w z a J U v 2'N. RA15EP AND BRAILLE CNARAII:TERS EA. JAMB, TYP. I. 11'-10 Q 0 9 IT-11 3/8' v 4l 0 �0 'n v rc II IILL II I In I I I dl III I I III I I � � I ill i �o � 0 ill � III I I � U III I I III I III I III I I I I .I 0 5'-9' FBI SHAFT WALL - SEE PARTITION TYPE 'WRI' I 112' SQUARE VERTICAL PICKETS AT 4' D.G. MAX., TYP. / I-111 W, �€c0NpFLOOR— �g F=� " F==1 r F=:3 a F=� —� _ F z] FIN. Cljll N _ _:310'-0' 4 _P F=� F PTO GU.B 1-1/4'0 STEEL PIPE RAILIWu W/ U.ELDED JOINTS GROUND SMOOTH, TYP. Rlr TURN HANDRAIL " TO WALL, TYP. a �l FIRST 90OR 0'-0' AF.5. C4> 3x3x3/8 STEEL TUBES W/ 4x9x3/8 BASE PLATES Q WELDED TO CNANNELS AND Q BOLTED TO 5LAD `' Q x 3 STAIR 1 #1 SECTION N 2 STAIR 1#i/ELEV. SECOND FLOOR ENLARGED PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 03-22-04 ------------------ = s _ n _ - ---- - - - ----= -- - - __. _ - V -- -------------- -- ---. _ to - _ - --- _ _ — - - — _ - _.- 1==_ ------------- ------------------- project no _ = 249004. drawn by: sec checked by: sheet no.: N 1 STAIR #1/ELEV" FIRST FLOOR ENLARGED PLAN 1 STAIR & ELEVATOR PLANS & SECTIONS /z j Un 1 ll�-1 UA:-I U.C-I th _ r_ _ -� - - _ - � �� BULLNOSE _ _r _j_, T- _r- j- �- TILE WT-I -�.-! -� --- - r \\ - - -) TILE WT i - j - BULLN05E Wr-1 i iF / r . _.� - TILE WT-I - - - - - -- /�- h.i N %% /` r �0 818 Marietta Street, NW IFF \ o - - _ I�r- _ ) _r_T- WT_I _ r - - - - PL-i _ _ -j �- - - _ i� ! - _ n- T - - - Georgia Atlanta, Geor is 30318 r-f--- - -� - - � - - -+-r-� ... - INSULATE PIPES - � � _ _�_i T- rTl- - - - � r = PL-? 404.881.8370, 404.881.8173 (0 --T rri F V PER ADA - - i-> - - - - b'BASE _ www.zennergroup.com b' BASE _ _ 1 -f b' BASE CTB-U _ - - - -- _ (TB-v o Tr �1- -ITT- -� rTB-u I _ _==--=------_ -r-r I r- n T n i r- - - i- -iT=-- 6 RESTROOM ELEVATION 138 RESTROOM ELEVATION 138 RESTROOM ELEVATION 138 8CALE:1/4"=1'-0" 5 SCALE: 1/4*-l'- 0" 8CALE:1/4"=1'-0' - w_TF1__ TOILET SCT EAT U,C-I DISPENSER n' O BULLN06E U,C-I ll�-I GRAB T-1 _-- - - i --- TILE WT-1 U.C-1 _ _ MLLN03E -I--� -- - - -- - - - _ - _-- -- - - - - - - j- TBILUE WT-$E BAR --- - - -- - ---...T� . -f - BULLNOSE _ -r TILE UIf-I I� _ �T(- - - - - DIAPER TILE WT-1 T _r -r -r�n- - - - -_ _ _ -� 4 ' PER Q CT ONI WT - I - _ r I -o-- - - - -I- - - - - - WT-I _ _ _ _ -{ `n INSULATE PIPES -- - - -- a 24 - - i- PER ADA - -- - -- - ip As.1 �-rT i r - �--r--i PL -? _ - _ - _ �_ -�r� i - - _ -- - - - i - { -f - FIN15N FL OOR Paz _ Wr-1 - - � - - - - -T- - - b' BASE � --�;'--�-- � r-i � - ' - - - --_ b BASE _ _r T I I - - - -- - URINAL RODS AND _ _ - - - _ _ _ _ _ I I _ r - �- _ _ I TOILET PAPER DOOR COAT WALL -MOUNTED SOAP TOILET TOWEL TOWEL HAND PAY CLOSET b' BASE (TB-1I _ (TB-i> I- _� -rT� - b' BASE DISPENSER HANDLE HOOK SINK AND MIRROR DISP. PAPER DISP. DISP. DRYER TELEPHONE r r Y }-- - - - - j r - ; i _T ---L - SHELVES - �- _1- - --1- --�-� -r --� _o_.� (rB-v t- �- - -i-t - i-t -- t i rr��o I-f — I -i- - T - -- - 1 -4F 1I �- r { I 9 RESTROOM ELEVATION 137 RESTROOM ELEVATION 137 RESTROOM ELEVATION 137,13� TYP. MOUNTING HEIGHTS SCALE: 1/4"=,'-0" 8CALE:1/4"=1'-0" SCALE: 1/4"=1'-0" 7 SCALE: 1/4"=1'-0" .:�r.ry%np -1 toilet accessory schedule: $ u a ►�_c e s --- 1 Progress Set 12 03 03 BULLNOSE -- - BULLNOSE _ - - - 5ULTILE WTI - - _ - _ BULLN05E SOAP DISPENSER. COUNTER -MOUNTED B-8?? Progress Set 02 02 04 r...____ - } -j i--i-f --�� TILE WT-1 - - - - LLNOS 2 SOAP 15 R WA L-MOUNTED B-?III � E NS TILE WT-1 - - - - _- _ - - - - �,�- ^• - _ _ _ •_-1 - _ -j _ _ j- - - j - - - TILE WT-I - - 3 WALL MIRRORB-?9m-963b FOR CONSTRUCTION 03-22-04 _- _--_ -- } ->-r�io 4 WA MIRROR B-?90-i836 �-► - - - - - � - T � r -- o� m r- -- 1- ,/ MIRROR - - - � - -- _ _ 5 A TOU.EL 15PEN6ERAUA5TE RECEPTACLE RECESSED,5-3S41 o_ _ 7 TOILET TISSUE DISP 2-ROLL SURFAC MT 13-2140 - - -rT r _ 9 - �)-��_ Q _� _ _ 6 PAPER T DISPENSER, RECESSED, -359 WRAP PIPES -- - _ - _.-- _ - - -- _ _ _--� - - - - ', - - - r- j- _ - i-. _.L_Lr�� _ INSULATE PIPER - - -�--+- - - --�- - - - PER ADA _ _ _ � �-j 1 _�� - - - i - _ PER ADA - - - - - - - - 8 TOILET T155UE D15P SANITARi' NAPKIN D15P05AL RECESSED MOUNTED. -3094 b'BASE - -- - -_- f ' - j-j-1 r�-ii - --}-- -}-J-� I j- WT-I -r-� -- PL-? _ - - - -- 10 CLOTHES NOOK /BUMP R -2I2 . f 5A6E _ _ - _ _ _ -r 1 i -�j j-J- rTT I 6' BASE i_ 6' BASE - - - b BASE G AR 15'4 CONGEALED MNT 36 L B b80bX42 L CTB-U 11 GRAB AR 15'o CONGEALED MNT 421E 8-6806X3b I I (- (TB-1> I CTB-ll 12 SANITARi' NAPKIN ISP05A AG MT -254 - _o -�-- -� r i - 1- - -3- - n �-r -r-}-r }� -i - FF r- -r-r- 1-1-r _ 13 SANITARY NAPKIN VENDOR RECESSED 5-3500 RESTROOM ELEVATION 139 RESTROOM RR ELEVATION 133 RESTROOM ELEVATION 133 14 WALL MIRROR -?90-?436 O ® ELEVATION 15 9 171 15 FOLDING 5HOU.ER SEAT 6-518 LEFT HAND SEAT"- 1 SCALE:1/4"=1'-0" "_ " "_ _ - SCALE: SCALE: 1' 0" 1 ® SCALE:1/4 1' 0" 1 CAL .1/4 -1 0 1 � SC 16 RECESSED SOAP 0/5N B-bbil 17 TUl'7-WALL GRA AR 85861 =--- = - - - 18 H TIN I 7 19 SURFACEMOUNTED DIAPER CHANGING STATION 13-2230 20WC-1 U,C-1 DOOR-i - 21 _21_ _ _ _ BULLNO5E _ 13ULLN05E .1 6AW, 5� 13ULLN05E 22 = - -- - BULLN06E - - -t--- -- - - - - ---- - - - - - I TILE WT-I - _._ TILE WT-i _ -�-_ jT- -j---r TILE WT-i i j- __ - i � - - - I _) � _I i_ _ �-i - -�--- - -- r- MIRROR---- -io- TILE WT-1 -� PLASTICnotes: LAM.- p WT-1 -- /-1 r - I - ALL ACCESSORIES MANUFACTURED BY BOBRICK EXCEPT- 1 _ INSULATE PIPES I - - - - I Wr-1 n I *PARTION- MANUFACTURED BY AtJ WASHROOM ACCESSORIES iv o'- - INSULATE PIPES i _ �I _ �; - -...- ►— �_ __ PER ADA PER AOA-__ �_ - _ - - r-r r i r _ _ ...- - - _ - _.j•�p-��_ , _ _ . _ _ . PROVIDE SOLID FIREPROOF U,('JOD BLOCKING IN WALL FOR ALL SUWACE-MOUNTED _ _W - --r-- r F _ ACCESSORIES �. tt-, - - tFM ^SEAT ADA_ I'BASEb'BASE b' BASE i-CTB-U j(rB-I> -- - (rB-u RESTROOM ELEVATION TROO 214 RR ELEVATION 160 RR ELEVATION 16014SCALE:RESTROOM ELEVATION 159 ____ ___ ___- -o_- 178CALE: 1/4"=l'- 0' _ _ 1/4"=1'-0" 1 SCALE:1/4"=1' 0"1 -_ - ===_-_--___ - =-== ---- —=.- WC -I y = - UC-I GC -I UC-I C _ T _BULLN05E OU LE , BULLNOSE 'i- -.._ _. _ - - - - - - - - - --- - - -- - --- - -- BULLNOSE - - - - - - - - -- - _ - -_ .. _ i._ _ -- -- -- - -- - - - •- -- ._ r TILE WT-► -' - I -=r � - - _ - -- _ - - -_ -} _}- - TILE WT-I - -i-- - -�-- - - - - - -- - - - - - - -�_ - - r - - �-r- TILE Wr-i r MIRROR - - - - - - I r - - - - i-- - - T- - -r f i- - - _ - F WT- t - -- - - - -�} - - - / - _ - - - _ - % DOOR - - EQ. ?'-8' EQ.- e _ -- _ _ _ � _ i _ TT _ E I- - �- -- - -- -- - -- - - - - -- - - �.�... `�' - - - -- - -� - - - - -- - - i - BACKSPLASH INSULATE T - - - - �, 01 INSULATE - -- - - - --i- -- �,, - -- --- - -- --� - - - - � � .. -- -} - r — PIPES (- -� - - j-} - - - �' PIPES-� - -- -., -•}- �- -- - - - -. _- - - -- _ -=- - _ -- - - - -- - - _ -I-�- ----- - -- --- - i---- -1- - -- — - PER ADA - I - - ,._. �- - � PER ADA r-- -- - • - � . �.w - TUB S/NK -!- - -- -f.- i- i_ i WRAP PIPES - - --� -jT- - -r-j_ _ _. INSULATE PIPES - --� - - - _ . T i _ I .. �. PER ADA - -� - - 7­0 - - PER ADA ._..__ b' BASE - -- - 6' BASE - _ - '- - - - - I / _: -_ ------ CTB-U j- - T - - - - - --- i- - - b'BASE !TB-U �1-r _ (TB-U - - - -- -- - - --�- --- - _F __ _ __ __, _ _ ._ _��F _ _ _ _ _ _ _ _ _ _.I , , __ ,� , _ (TB.I> - - .� _rH=rio _ I n RESTROOM ELEVATION 215 RESTROOM ELEVATION 215 RESTROOM ELEVATION 214,215 RESTROOM ELEVATION 214,21� =5 A9.,7> _.4�_ ^_ '_ ^ "_ " 1 SCALE: 6 --.=- 2 SCALE: 1/4 1 0 2 ® SCALE:1/4 1 0 "- " - - - - ==-=_=-�_---==-- 1 � scALE:1/4 -1 0 � MEN .._ --- -. _ 131g uC-I uC-I 10 2 BULLN05E BULLNOSE _ 0 11 I I 4 T _ -- --- TILE WT-1 - - - -- TILE Wr-I }- - -- WT-I _ 1- - WT-I - - - - -- I'-8' 4'-b' I 2'-10' 3'.0' -- -- - - - - I 6� - GANG SINK - -i- GANG SINK - I b' BASE I _ b' BASE _ _ _ _ _ 15 SLOPE ON a LOCKER (TB-0 i (TB-1> - --- - - - -6 ` o F - - - -i - 0 Ill.I 4 j. LF -` - - I I I o i7 18 U8' . '-D' ROOM i u) 6 I 7 - - =_ _r f_f-T- f _ m I ®- 5 i 171 10 - ? 7 - MEN I 1 I I --- - I � RR ELEVATION 213 215 s I JAN. I I 16 2^>`L - - 1 ,2 RR ELEVATION 159 , I SLOPE As., Y� �� _ _ -------�- 2 2 - - 2 SCALE:1/4"=1'-0" 8CALE:1/4"=1'-0" %� 213 L - - - J M h = = `� 5 ��� 11 F Z) ..R, 7 I I r- -J I- � � � -r_. -1 - - - 0 5 9.1 7' /1 ' `•' i m W ®ME AMERICAN STANDARD - - - _ __ - 'AMARILIS TENDENCE' - - - - - J `•' I I 9 ti 3'. 13T _ _ LAVATORY FAUCET ' 2086.IPJIX I I I v \ • \ / / "� _=-_ -� _ = _ _ -_ WITH SATIN PVD FINISH. 10 L - - - J I �'• _ A9.1 9 v - 4' H. GRANITE CGG-I 4 ; _ 3 -9 ,3 - - - - - BACKSPLASH _ -- ?'-I' 3 2 V m _- - INSTALL SINK AS 41 / I ,EYE 2 TECH. 9 -- - -- - FAR FORWARD AS m ° R 11 I WASH 5 MEN POSSIBLE UJHILE / 10 I 159 U1000 BLOCKING COMPLYING W1TN 4 I I0 5'-10' 7% �J �. 5 -? e. EQ. ? -b ' f? -b EQ. EQ. Ea. BE7UlEEN STUDS ADA REQUIRED 1 8 } _p CLEARANCE - - - - 5 - 8 - 1 r j I 14 A9.1 9 h ---, GRANITE COUNTER01 -_=------ �__= I --- �_LJ 4 V 7� APRON, GC -1 9 - -- -- - -- i ^ TECH!! a� h i'-8' 1'-fG' - _ _ _ _- - - - 8' MIN. SATIN STAINLESS STEEL / ' UNDERCOUNTER 61W KOHLER WOMEN I <9 A9.1 88> j- -in WOM Ni 11 fK-2602-5 'RHYTHM' I$' x 13' _0 2 44 / I III l _ ,o OVAL. 19'-6' i i- vl I JAN. I III �--� - ►n ADA REQUIRED A9.1 > Q h I 7 / , 134 i O.M. CLEARANCES ; 'v 10 C14 4 '- �14 R.R. ADA COMPLIANT _ _ _ _ J ' DRAIN ASSEMBLY REMOVABLE PLASTIC _ _ i 1Q 6 LAMINATE PROTECTIVE PANEL EXTENDING-- :pro�ecfno:-== • i i ACROSS LENGTH OF 7 VANITY. LOCATE OUTSIDE o 1 OF ADA REQUIRED - - / 7'-0' I'-4• P-8' 3'-IO' 5'-0' drawn by: sec HMA CLEARANCE checked by: sheet no.: 5' MIN. i c A n. 24SCALE:1"=LAVATORY COUNTER SECTION ENLARGED FLOOR PLAN at Second Floor Restrooms ENLARGED FLOOR PLAN at Tech Restrooms ENLARGED FLOOR PLAN at Showroom Restrooms"_ " SCALE:1/4"=1'-0"3SCALE:SCALE:1/4"-1'-0" 1/4 1 -0 ENLARGED FLOOR PLANS 0 c� 1 STOREFRONT ELEVATIONS 8CALEA/4' = 1'-0" i r�LLcr� rrv-a �c . - 3'-6 51.0. 3 40 5 0' 3 -5' '. S -I' 4'- /4 5 -0' S'-0' 4 �/� 5 -I 5 -1 4'-0/' S.m� 4'-Dr/?' 5'-1' 5'-?' 5'-?' 4'-3' 3'-b' 3'-?' 3'-1' 3'-8' S'-0' S'-Pj' 3'-B• 5'-I• Q 3'-4' M .. 58 0 0 115 � \ / (D (D 0, 'JI -;I L-j H OPEN ABOVE EQ. 3'-6' EQ. S'-0' 2'-4- 3'-4' 2'-4' 33 35 EQ. EQ. J iv ; D ALUMINUM 9 STOREFRONONr ANGLED CORNER FILLER FRAME ONT 14 13 12 STOREFCORNERRPOST 11 10 6c 6b 5'-�2' 5'-d/?' 171_2 EQ. 3'-b' EQ. EQ. 3'-b EQ. 3 •8 123 -4 5 -b 123 -4' 5 -0' I?' 3 •4' EQ. EQ. 3'-b' EQ. 12' 3'-4' EQ. 3'-b' EQ. I'•c3?� 3 -3• 3'-1' 32 OPEN ABOVE IS'-4ji' 47' EQ. 3'-b' EQ. EQ. k 3'-6' 0 31 10'-3' EQ. �. 3'-b' i. EQ. o o 5 x5' STOREFRONT CORNER POST i T �: 41 o' O i/ / IN III I IN .�I F - P III I I' 111 _ f I I - III I I .1 1 11 1If III r30*1 21 4'-0' 9'-3' �. EQ. 3'-6' EQ. OPEN o o BRK. MTL. COL. 23 WRAP TO MATCH Sf, L J 5TRUCTUR4L GLAZED ' - ' RON EQ. �. 3'-b' �. EQ. �..5. 5 x5 STOREFRONT Q CORNER POST 0 0 �, O a 5'x5' STOREFRONT 38 CORNER POST 5'-0. 12 3'-4' 3'-9■ 4'-3%7' �A \ o� 113 \ Sam ,o / • i ►p 3'-4,V' I- .3 10314. 3'-103/�' 3'-8' 3'-b' �o o T o � e Q 36 Q glazing notes: 1. ALL STOREFRONT FRAMES TO HAVE A CLEAR ANODIZED FINISH. 2. ALL EXTERIOR GLASS TO BE P INSULATED LOW-E GLASS. 3. ALL INTERIOR GLASS TO BE 1/4' NON -INSULATED CLEAR. SEE ELEVATIONS FOR TEMPERED GLASS LOCATIONS. drawing symbols: 100 GROSS -REFERENCE WITH SAME DOOR NUMBER ON FLOOR PLANS GROSS -REFERENCE WITH SAME STOREFRONT NUMBER ON FLOOR PLANS NEW FRAME AND GLASS oINDICATES TEMPERED SAFETY GLASS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (� www.zennergroup.com issuance:'s�_. Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 ----------------- ■ 01 -- 0_ _ - oo �-249004 drawn by: rjr checked by: sheet no.: STOREFRONT ELEVATIONS S'-6%2' 3'-10' 3'-10' 3'-10' 3'-10' 3'-8' 3 _q�/2. 3'-b' 3'-b'Ilk k 5'-0' 5'-0' 3'-6' 4'-2' 4'-2' EQ. EO. 054 WAUSAU 62W 5ERIE5 STRUCTURAL GLAZED ALUMINUM E.2 STOREFRONT W' 61L ICONE GLAZED i _0 /-wry ,r r 43 WAUSAU 6250 5ERIE5 STRUCTURAL GLAZED ®42 WAUSAU 6250 5ERIE5 STRUCTURAL GLAZED 41 WAUSAU 6250 5ERIE5 STRUCTURAL GLAZED \ \ 25'-0' 40 WAUSAU 6250 5ERIE5 STRUCTURAL GLAZED "•� ALUMINUM 7STOREFRONT90' 61LICONE GLAZED �, �l/• i' nI/. /' 7II' L, 'lii' /4, /•/-1000 41n• .-• r..'_P.1 w, — G, —. G, —. G' / . G, /A' G, / . G, ' 4-5-1gUPERWALL I SEE DETAIL W* 51LICONE GLAZrO L� SUPERWALL CORNER E.1 T D2 3 2 ' 5'-0' 5'-0' 5'-0' 5'-0' 5'-0' S-0' ' 5'-0' 5'-0' S'-0' 5'-0' 5'-0 L L L L L L I 51 �-�II�CL� �1fCUC.lU1CHL GLAZED CURTAINWALL ?S'-4' I. 4'-03/4. 1_ 5'-0' 1. 5'-0' 1. 5'-0. 1. 5'-0' I. 4'-2' 9 r- r C WAUSAU 6250 SERIES 0 53 STRUCTURAL GLAZED 46 4-5IDED STRUCTURAL WAUSAU 9,750 SERIES 4-SIDED STRUCTURAL GLAZED CURTAINWALL 47 GLAZED CURTAINWALL I-t-WLJClJ VINUC.IUMAL 1 'f-01LJlc J 01Mut-IUMML I , �-J,1/c✓ c/,r�u�.lulv+, GLAZED CURTAINWALL I 49 GLAZED CURTAINWALL i I 48 GLAZED GURTAINWALL CORNER FRAME ' 4'-101/p' S'-0' S'-0' 5'-0' 5'- 0' S'-0' S'- 0' S'-0' S'-0' 5'-0' 5'-0' S'-0' S'-0' S'- 0' S'- 0' 5'-0' 5'-0' 5'-0' 5'-0' 5'-0' 4'-141' 01 � I 1 1 I 52 WAUSAU 6250 5ERIE5 STRUCTURAL GLAZED 1 STOREFRONT ELEVATIONS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.z9nnergroup.com ,1 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 -__-_- -- -_ ;1.4 _ _ ------ u ---- - - -- ---------- ------ ----- - -- -- drawn by: sec checked by: sheet no.: EXTERIOR CURTAIN WALUSTOREFRONT ELEVATIONS 26ELEVATION at Cashiers 8CALE: 25ELEVATION at Tech Parts SCALE: 1/4'al'-0' PLASTIC LAMINATE ALL FACES, TYP. / / \ \ ELEVATION at Cafe 248CALE: /4"= '-0" O e Waitl1 1 DETAIL" SECTION at Sales Tower 22SCALE: PLASTIC LAMINATE Al I =A/-=Q TY= 3' '-0? EO. 3'-6' 2 EO. 042 EO. 3' ELEVATION at Cashiers 18 SCALE:1/4"=1'- 0" 3'412' 3'-3' 3'-2/2' E15SCALE:LE/V-ATION at Sales Tower 1 ELE/V=ATION at Reception Wall 13ELEVATION at Advisors/Cafe Service Waitin SCALE:1/4' = 1'-0" a� iv ;r 'r PLASTIC LAMINATE ALL FACES, TYP. 1 23DETAIL SECTION at Cafe SCALE:1/4"=1'-0' J.ELEVATIONWOat Tech Break Room 2 [JGntGT AI TVO ELEVATION at Service Advisors 2 o SCALE: 1/4■ =11 -0■ 2 EO. 3'-6' 2 EO. 0'-0' ? EO. 3. 19 .1/4 0 ELEVATION at Service Advisors SCALE " 1'- 17 ELEVATION at Cafe SCALE:1/4"=1'- 0" I I I I I I 1/4' REPEAL 11 ELEVATION at Cafe 1 w- - SCALE:1/4 1 0" 9 ;p OPEN OPEN I - I i CAFE WAITING IL 144 I I I 6ELE/V-ATION at Tech Parts 8CALE: CASHIER 150 12 r� ELEVATION at Service Advisors/Cafe Waiting 8CALEA/4" = 1'-0" LAMINATE ALL FACES TYP. WIRE PULLS, TYP. 5' 5' .. P-0' 2'-3' 2'-3' 2'-O' 2' ?' 3-5/8' METAL 5TUD5 WITH 5/e' GYP. BD WITH 1/4' REVEALS 9 sELE/V=ANION at Reception Wall PEDESTAL, TYP. LAMINATE ALL FACES, TYP. L 4' WIRE PULLS TYP. 8 DETAIL" SECTION at Sales Tower I-I/4' ST1=EL PIPE RAILING W/WELPEP JOINTS GROUND SMOOTH, TYP. 11 IF ■1 P401 LAMINATE CAP ON MDF 3-5/8' METAL STUDS W/ 5/6' G.W.13. CONC. RAMP - SEE 1/4' REVEAL, TYP. ELEVATION at Cafe STRUCT. 10 SCALE: 1/4"=1'-0" DETAIL SECTION at Sales Tower 78CALE:1/4"=1'-0" c0 2'-3' I Q I I MANAGER e OFFICE — 180 h � �.-- Lff 1 r 2s WARRANTY 9.4 OFFICE 148 4 ENLA=RGED FLOOR PLAN at Cashiers / 5ENLARGED FLOOR PLAN at Internet Manager 80ALE:1/4' 1'-0" WALL 17 BELOW-\ 9.4 I r /I I-- — ---- --I 3ENLARGED PLAN at Cafe 8CALE: 1/4"-l'- 0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IIII --I -------- I II I i I I I SERVICE ADVISORS I i I I 145 ; ;I I 3'-5/a' �J'-3' 3'-5' -3' 3'-5' �J'-3' 3'--/2' A �19 GENERAL OFFICE 202 LORRY 208 I I / 6atENLARGED FLOOR PLAN Second Floor Offices SCALE:1/4' = 1'-0" I I ----------4------------------------------- I i v'. I W w i w I I m Q .I I W I QN I w � I i w --- J I I BUSINESS _ ' 4'-®: 5'-3' 4'-4' _- - d CENTER __----�-" -------------- --------------------- -- - -= 4 - i------------ r -- - ---- - - �— - -- - - -- ------------------------ ENLARGED — - --- - --- - ---- -;-- ------------------------ I� � FLOOR PLAN at Service Advisors ENLARGED FLOOR PLAN at Sales Tower 28CALE: 1/4"=l'- 0' - - 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com s _o---- L FOR CONSTRUCTION 03-22-04 ojeo ct n-- 249004 pr drawn by: sec checked by: sheet no.: CASEWORK DETAILS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com s FOR CONSTRUCTION 03-22-04 - -- - -- - -- - -- - -- ==7 mw=. - - - - - - - - - - - - - - - --- --- Nw-= ---- ------- -------- - - 7� 77 �-4 Cn .7-7 ------------- -77 - > - -- ------ ------- " > Id- fp7-'q 7: Z== '�*.�:-=-.:= --------- -- 7-: Z 7- -prqje t no =249004 drawn by: sec checked bv: sheet no.: PLAN DETAILS window types: ;i OPASS- X 0 `t THRI r 0L 17' D. PL. LAM. h CCtNTER 0 '� 2'-0' 0 v 10' D. PL. LAM. COLNTER SLIDER iv COLNTER HT. I$ 34' m-AFF i WINDOW 15 FIN. FLOOR -L HOLLOW METAL NOLLOW METAL HOLLOW METAL v FRAME u FRAME `-' FRAME window schedule no. type window frame details glass type material finish head jamb sill 01 A TEMPERED (TEMP.) H. METAL PAINT (SEE FINISH SCHED) WNl UJI LUST 02 A not used N. METAL PAINT (SEE FINISH 6CI4ED) 11*41 Uul W51 03 A not used H. METAL PAINT (SEE FINISH SGHED) U441 LU)I WSI 04 B TEMPERED (TEMP.) N. METAL PAINT (SEE FINISH SCNEO) U42 Ut)2 W52 05 G TEMPERED (TEMP.) H. METAL PAINT (SEE FINISH -ACHED) WN3 LUJ3 U63 E., L Z (9 door hardware: GENERAL NOTE. PROVIDE HARDWARE FOR EACH DOOR TO COMPLY WITH THE REQUIREMENTS OF THE SPECIFICATIONS HARDWARE SET, NUMBERS INDICATED IN THE DOOR SCHEDULE AND IN THE FOLLOWIWS SCHEDULE OF HARDWARE SETS. HARDWARE SETS INDICATE QUANTITY, ITEM, SIZE AND FINISH AS APPLICABLE. SET # QUANTITY 1 PAIR OF DOORS BY STOREFRONT SUBCONTRACTOR 2 EA. SINGLE ACTING PUSH 4 PULL , --FINISH 2 EA. SURFACE CLOSER W/ BACK CHECK 4 ADJUSTABLE HOLD OPEN 2 EA. SINGLE ACTING TOP 4 BOTTOM OFFSET PIVOT 2 EA. SINGLE ACTING INTERMEDIATE OFFSET PIVOT i EA. LOCKING SYSTEM I EA. ALUMINUM MILL FINISH THRESHOLD (V2' X 4') 1 EA. WEATHERSTRIPPING SYSTEM IN DOORS 4 FRAME CONSISTING OF A DENSE BULB POLYMERIC MATERIAL W1 EPDM BLADE 6A8KET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL W/ CONCEALED FASTENERS. 2 PAIR OF DOORS (ONE 36" wide, ONE 60" wide) BY STOREFRONT SUBCONTRACTOR 2 EA. SINGLE ACTING PUSH BAR, --FINISH (PULL ON 36' DOOR) 2 EA. SURFACE CLOSER aV BACK CHECK 4 ADJUSTABLE HOLD OPEN 2 EA, SINGLE ACTING TOP 4 BOTTOM OFFSET PIVOT 2 EA. SINGLE ACTING INTERMEDIATE OFFSET PIVOT 1 EA. LOCKING SYSTEM 1 EA. ALUMINUM MILL FINISH THRESHOLD (W' X 4') 1 EA. WEATHERSTRIPPING SYSTEM IN DOORS 4 FRAME CONSI6TIN5 OF A DENSE BULB POLYMERIC MATERIAL 1W EPOM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL W/ CONCEALED FASTENERS. 3 SINGLE DOOR BY STOREFRONT SUBCONTRACTOR I EA. SINGLE ACTING PUSH BAR 4 PULL, --FINISH I EA. SURFACE CLOSER W/ BACK CHECK 4 ADJUSTABLE HOLD OPEN I EA. SINGLE ACTIN a TOP 4 BOTTOM OFFSET PIVOT 1 EA. SINGLE ACTING INTERMEDIATE OFFSET PIVOT IEA. DEADLOCK 1 EA. ALUMINUM MILL FINISH THRESHOLD (112' X 4') 1 EA. WEATHERSTRIPPING SYSTEM IN DOORS 4 FRAME CONSISTING OF A DENSE BULB POLYMERIC MATERIAL LU/ EPDM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL W/ CONCEALED FASTENERS. 4 NOT USED 5 SINGLE DOOR BY STOREFRONT SUBCONTRACTOR I EA. SINGLE ACTING TOP 4 BOTTOM OFFSET PIVOT 6 EXTERIOR HOLLOW METAL DOOR - PAIR 6 EA. BB BUTT HINGES I EA. LOCK SET - LEVER 14ANDL E I EA. STRIKE PLATE 2 EA. FLUSH BOLTS IN THE INACTIVE LEAF I EA. ALUMINUM THRESHOLD I EA. UIEATHERSTRIF'PNG 1 EA. SWEEP I EA. WEATHERSUARD/DRIP 7 EXTERIOR HOLLOW METAL DOOR 3 EA, BB BUTT HINGES I EA. LOCK SET - LEVER HANDLE I EA. CLOSER I EA. ALUMINUM THRESHOLD 1 EA. WEATHERSTRIPPING I EA. SUIEFF I EA. WEATNERGUARD/DRIP 8 INTERIOR HOLLOW METAL DOOR PAIR 6 EA. BB BUTT HINGES I EA. LOCK SET - LEVER HANDLE I EA. STRIKE PLATE 2 EA. FLUSH BOLTS IN THE INACTIVE LEAF 9 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR 3 EA. BB BUTT HINGES I EA. STOREROOM LOCK SET - LEVER HANDLE I EA. STRIKE PLATE I EA. FLOOR/IUALL STOP 10 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR 3 EA. BB BUTT HINGES I EA. LOCK SET - LEVER HANDLE I EA. STRIKE PLATE 1 EA. FLOORN)ALL STOP 11 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR 3 EA. 66 BUTT NNGES I EA. PASSAGE LEVER SET I EA. STRIKE PLATE I EA. FLOORRUALL STOP 12 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR 3 EA. BB BUTT HINGES I EA. PRIVACY LOCK SET - LEVER HANDLE i EA. STRIKE PLATE I EA. FLOO"ALL STOP 13 INTERIOR SOLID CORE WOOD DOOR 3 EA. BB BUTT HINGES I EA. PUSH PLATE, HAGER '40R, 4'x16, STAINLESS STEEL I EA. PULL HANDLE HAGER '34 10' 4 PLATE '43J, 4'xlb , STAINLESS STEEL 2 EA. MOP (PROTECTION) PLATE, HAGER '1985' I EA. CLOSER 14 INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 3 EA. APPROVED BB BUTT HINGE5 I EA. APPROVED MORTISE TYPE PUSH -BAR EXIT DEVICE I EA. DOOR FULL I EA. ALUMINUM THRESHOLD I EA. STRIKE PLATE I EA. APPROVED CLOSER 1 EA. FL001;&WALL STOP 15 INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 3 EA. APPROVED BB BUTT HINGES I EA. APPROVED LOCK SET - LEVER HANDLE I EA. STRIKE PLATE 1 EA. APPROVED CLOSER 1 EA. FLOOR/WALL STOP 16 INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 3 EA. APPROVED BB BUTT HINGES 1 EA. APPROVED PASSAGE LEVER SET I EA. STRIKE PLATE I EA. APPROVED CLOSER I EA. FLOOR/WALL STOP 17 EXTERIOR METAL OVERHEAD DOOR HEAVY DUTY MOTOR, HEAVY DUTY TRACK$ HARDWARE/LOCK BY MFR 18 INTERIOR SOLID CORE WOOD DOOR 3 EA. BB BUTT HINGES I EA. LOCK SET - LEVER HANDLE 1 EA. PUSH PLATE, 4'xlb , STAINLESS STEEL I EA. PULL HANDLE 4 PLATE 4'x16 , STAINLESS STEEL 2 EA. MOP (PROTECTION) PLATE general door notes: 1. SEE FINISH SCHEDULE FOR DOOR 4 FRAME FINISHES NOT INDICATED ON THIS SHEET. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THAT THE DOORS ORDERED ON BEHALF OF THIS PROJECT CONFORM WITH INTENT OF THE DRAWING$ ESPECIALLY WITH REGARDS TO SIZE, TYPE, DIRECTION OF SWING, AND OPERATION. 3. SIZE SECURITY GRILLES PER THE OPENING SIZES GIVEN ON THE DRAWINGS. 4. THE CONTRACTOR SHALL INSTALL THE DOORS AT THE PROPER ELEVATIONS 4 IN ALIGNMENT WITH OTHER WORKS PER THE DRAWINGS AND DETAILS AND SNALL LEVEL, SQUARE AND PLUMB IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL MAKE ALL NECESSARY FINAL ADJUSTMENTS TO ATTAIN NORMAL OPERATION OF THE DOORS AND THEIR HARDWARE. AFTER INSTALLATION THE CONTRACTOR SHALL PROTECT ALL EXPOSED PORTIONS OF THE WORK FROM DAMAGE. 5. ALL DOOR HARDWARE SHALL COMPLY WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT AND ANY OTHER ACCESSIBILITY REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. THE MOST STRINGENT OF TOE ABOVE STANDARDS SNALL APPLY. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO OPERATING MECHANISM DESIGN AND REQUIRED OPENING FORCE. (9. SEE STOREFRONT ELEVATIONS, SH. A9.2 AND A9.3, FOR DETAIL CONDITIONS AT STOREFRONT DOORS NOT SNOWN ON THIS SHEET. I. FINISH STOREFRONT DOORS TO MATCH FRAMING UNLESS NOTED OTHERWISE. HARDWARE ON STOREFRONT DOORS SHALL BE CLEAR ANODIZED UNLESS NOTED OTHERWISE. 6. ALL WOOD DOORS SNALL BE SOLID CORE UNLESS OTHERWISE NOTED. ALL U)00D DOORS SHALL BE STAIN GRADE, CLEAR FINISH. 9. ALL 6LA56 IN EXTERIOR STOREFRONT DOORS SHALL BE DOUBLE -GLAZED TEMPERED. ALL GLASS IN INTERIOR DOORS, INCLUDING STOREFRONT DOORS SNALL BE SINGLE -GLAZED TEMPERED. 10. WALL OPENINGS, REQUIRED TO BE FIRE PROTECTED, SNALL BE PROTECTED BY APPROVED LISTED AND LABELLED DOORS WINDOWS AND SHUTTERS AND THEIR ACCOMPANYING HARDWARE, INCLUDING ALL FRAMES, CLOSING DEVICES, ANCHORAGE AND SILLS, IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. 11, REFER TO GENERAL NOTES 4 SPECIFICATIONS FOR ADDITIONAL DOOR AND HARDWARE INFORMATION. 12. 51ONAGE ON RE5TROOM DOORS SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS IN ACCORDANCE WITH RELEVANT CODES. 13, PASSAGE 4 LOCK5ET HARDWARE SHALL HAVE SATIN CHROMIUM FINISH (626). 14. INSTALL NINGE5 WITH SATIN FIN1514 (U632, BHMA 629). SELF CLOSING DOORS 50ALL HAVE BALL BEARING HINGES. 15. CLOSERS TO BE GRADE 2 OR BETTER, 50% ADJUSTABLE, BHMA ALUMINUM FINISH (686) SUBJECT TO FLORIDA ACCESSIBILITY CODE AND OTHER CODE REQUIREMENTS, 16. PU5HIPULL SETS AND PROTECTION PLATES IN INTERIOR S.C. WOOD AND N.M. DOORS SHALL BE HAGER OR APPROVED EQUAL. door schedule door no. room name door frame hardware remarks door no. type w x h x t material finish type mat. finish head jamb sill set key 01 RECEPTION 100 A (ext) 6'-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR - - DS2 - - PANIC HARDWARE 01 02 SCION EXPERIENCE 101 A (ext) b'-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR - - 0S2 - - PANIC HARDWARE 02 03 SERVICE DRIVE 113 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR - - 062 - - PANIC HARDWARE 03 04 0.5.M.104 G X-0 1-0 13/4 ALUMINUM CLEAR ALL21 - CLEAR PHI DJI PSI - - - 04 05 PARTS CENTER 105 C (ext) 3'-0 7-0 1 314 ALUMINUM CLEAR ALUM - CLEAR - - 062 - - - 05 06 PARTS CENTER 105 N 1'-3' 11'-0 - METAL FACTORY - - - ON$ DJ10 - - - - 06 07 MEWS ROOM 138 E 3'-0 7-0 1 314 WOOD STAIN A METAL PAINT DN3 DJ3 0554 - - - 07 08 WOMEN'S ROOM 131 E 3'-C 1-0 1 314 WOOD STAIN A METAL PAINT DN3 00 054 - - - 08 09 SALES TOWER 107 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DNI DJ9 061 - - - 09 10 SALES TOWER 101 C 3'-C I-0 1 314 ALUMINUM CLEAR ALUM - CLEAR ON/ DJ9 DSI - - - IV Il GENERAL MANAGER 130 C 3'-C 7-0 1314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 DSI - - - 11 12 SHOWROOM 109 B (ext 10'-0 7-0 1 314 AUR'11NUM CLEAR ALUM - CLEAR DN2 DJ2 052 - - - 12 13 SHOUROOM 109 C (ext) 3'-0 7-0 1 314 ALUMINUM CLEAR ALUM - CLEAR 0142 DJ2 062 - - PANIC HARDWARE 13 14 U.C.M. OFFICE III C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 PSI - - - 14 15 U.C.M. OFFICE 110 C X-0 7-0 1314 ALLMINUM CLEAR ALUM - CLEAR DHI DJ9 DSI - - - 15 16 VEHICLE DELIVERY 166 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 16 11 DELIVERY OFFICE 115, C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 PSI - - - 17 IS DELIVERY OFFICE 114 C X-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR DNI DJ9 DSI - - - I8 19 CLOSET 112 E 3'-0 1-0 1314 WOOD STAIN A METAL PAINT D443 DJ3 064 - - - 19 20 F 4 1 OFFICE 116 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 20 21 F 4 1 OFFICE III C X-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 DSI - - - 21 22 CORRIDOR IIS C 3'-0 1-0 1 314 ALLMINUM CLEAR ALUM - CLEAR DHI DJ9 DSI - - PANIC HARDWARE 22 23 VEHICLE DELIVERY 166 Q 12'-0 10, . ALUM/GLASS FACTORY - - - - DJ6 069, - - - 23 24 VEHICLE DELIVERY 166 Q 12'-0 10' - ALUM/GLASS FACTORY - - - - 0)6 066 - - - 24 25 VEHICLE DELIVERY 166 Q 12'-0 10' - ALUM/GLASS FACTORY - - - - DJ6 DS6 - - - 25 26 INTERNET WORK STATIONS 119 E (ext) X-0 1-0 1 314 METAL PAINT A METAL PAINT DH4 DJ4 D55 - - PANIC HARDWARE 26 21 F 4 I OFFICE 119 C X-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 21 28 F 4 1 OFFICE 120 C 3'-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 PSI - - - 28 29 STAIR 121 E (ext) 3'-0 7-0 1 314 METAL PAINT 6 METAL PAINT DH6 DJ7 065 - - PANIC HARDWARE 29 30 ELECTRICAL ROOM 122 F (ext) b'-0 1-0 1314 METAL PAINT B METAL PAINT 0146 DJ7 065 - - - 30 31 COMP. ROOM 170 E 3'-0 1-0 1314 WOOD STAIN A METAL PAINT DN3 DJ3 Ds-4 - - - 31 32 PHONE ROOM 123 E (ext X-0 7-0 1314 METAL PAINT B METAL PAINT DN6 DJ7 055 - - - 32 33 PARTS WAREHOUSE 156 (B LABEL) J X-0 1-0 1314 METAL PAINT B METAL PAINT DN6 DJ7 065 - - 0 2 HOUR WALL 33 34 G.M. CLOSET 125 F 6'-0 1-0 1 314 U1000 STAIN A METAL PAINT 043 DJ3 064 - - - 34 35 ADVERTISING/MARKETING 128 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DNI DJ9 DSI - - - 35 36 F 4 1 OFFICE 127 C 3'-0 1-0 1 314 AL(,211NUM CLEAR ALUM - CLEAR DHI DJ9 061 31 CONFERENCE ROOM 126 E 3'-0 1-0 1314 WOOD STAIN A METAL PAINT 01-13 DJ3 DS4 - - - 31 38 F 4 1 OFFICE 129 C 3'-0 1-0 1314 ALVIINUM CLEAR ALUM - CLEAR DHI Die 051 - - - 36 39 F 4 1 OFFICE 131 C 3'-0 1-0 1 314 ALLMINUM CLEAR ALUM - CLEAR DNI DJ9 DSI - - - 39 40 CONFERENCE ROOM 126 E 3'-0 1-0 1 314 WOOD STAIN A METAL PAINT DN3 DJ3 DS4 - - - 40 41 CLOSET 132 D 5'-0 1-0 1 314 WOOD STAIN A METAL PAINT Pi-13 DJ3 064 - - - 41 42 G.M. RESTROOM 133 E 3'-0 1-0 1314 U.00D STAIN A METAL PAINT DH3 DJ3 DS4 - - - 42 43 JANITOR CLOSET 134 E 3'-0 1-0 1 314 WOOD STAIN A METAL PAINT 0143 DJ3 ON - - - 43 44 CAFE CLOSET 140 E X-0 1-0 1 314 U000 STAIN A METAL PAINT DH3 DJ3 064 - - 44 45 ELEVATOR EQUIPMENT 141 E 3'-0 1-0 1 314 WOOD STAIN A METAL PAINT DH3 DJ3 DS4 - - - 45 46 SERVICE ADVISORS 145 C 3'-C 7-0 1314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 PSI - - - 46 47 PARTS CENTER 105 N 4'•8 0'-0 - METAL FACTORY - - - DH8 - - - - FINISH OPENING 61ZE 41 48 SERVICE DRIVE 113 G 3'-0 7-0 1 314 MTL/GLASS PAINT A METAL PAINT DN4 DJ4 055 - - PANIC HARDWARE 48 49 SERVICE DRIVE 113 Q 12'-0 12'-0 - ALUM/GLASS FACTORY - - - - DJ6 056 - - - 49 50 SERVICE DRIVE 113 Q 12'-0 12'-C - ALUM/GLASS FACTORY - - - - DJ6 DS6 - - - 50 51 SERVICE DRIVE 113 Q W-0 12'-C - ALUM/GLA65 FACTORY - - - - DJ6 0S6 - - - 51 52 SERVICE DRIVE 113 Q 12'-0 12'-C - ALUM/GLASS FACTORY - - - - DJ6 D66 - - - 52 53 SERVICE DRIVE 113 Q 12'-0 12'-0 . ALUM/GLA56 FACTORY - - - - DJ6 DS6 - - - 53 54 SERVICE DRIVE 113 Q 12'-0 12'-0 - ALUM/GLASS FACTORY - - - - DJ6 05016 - - 54 55 SERVICE DRIVE 113 G 3'-0 7-0 1 314 MTL/GLASS PAINT A METAL PAINT DH4 DJ4 D55 - - PANIC HARDWARE 55 56 SERVICE DRIVE 173 G 3'-0 1-0 1314 ALLNINUM CLEAR ALUM - CLEAR PHI DJ9 0S2 - - - 56 51 SERVICE DRIVE 113 C 3'-0 7-0 1314 ALUMINUM CLEAR ALUM - CLEAR DNI DJ9 052 - - PANIC HARDWARE 51 58 SERVICE DRIVE 113 C 3'-C 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR ON2 DJ2 D62 - - PANIC HARDWARE 58 59 SERVICE ADVISORS 145 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DNI DJ9 DSI - - - 59 60 SERVICE A0060R6 145 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 60 61 SERVICE MANAGER 146 C X-C 7-0 1 314 ALUMINUM CLEAR ALUM - CLEAR DHI DJ9 DSI - - - 61 62 SERVICE FILES 141 E 3'•0 1-0 1 314 METAL PAINT A METAL PAINT DH3 DJ3 064 - - - 62 63 SERVICE FILES 141 E 3'-C 7-0 1 314 METAL PAINT A METAL PAINT 0143 DJ3 D64 - - - 63 64 CLOSET F b'-C 1-0 1314 METAL PAINT A METAL PAINT 0143 DJ3 064 - - - 64 65 CASHIERS 150 E 3'-0 7-0 1314, METAL PAINT A METAL PAINT 01-13 DJ3 054 - - - 65 66 AP'M.153 C 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - I CLEAR DHI DJ9 DSI - - - 66 (91 PARTS MANAGER 154 E 3'-C 7-0 1 314 METAL PAINT A METAL PAINT D143 DJ3 064 - - 48' W. DOOR 61 68 FIXED OPS. DIRECTOR 146 C 3'-0 I-0 1 314 ALUMINUM CLEAR ALUM - CLEAR 0145 DJ5 D52 - - - 66 69 PARTS WAREHOUSE 156 (B LABEL) E 4'-0 1'-0' 1-314 METAL PAINT B METAL PAINT DH6 DJ7 064 - - * 2 POUR WALL 69 10 SERVICE DEPARTMENT 163 (B LABEL) M 14'-0 9'-0' . METAL FACTORY - - - DN9 - - - - * 2 HOUR WALL 10 71 FIXED 0". DIRECTOR 146 E 3'-0 1-0 1 314 METAL PAINT A METAL PAINT DH3 DJ3 DS4 - 72 RETAIL PARTS 151 G 3'-0 1-0 1314 ALUMINUM CLEAR ALUM - CLEAR DH5 DJ5 DS2 - - - 72 13 SPECIAL TOOLS 151 E 3'-0 1-0 1 314 METAL PAINT B METAL PAINT DHI DJ8 D54 - - - 73 14 VEHICLE DELIVERY E 3'-0 1-0 1 314 METAL PAINT 6 METAL PAINT PANIC HARDWARE 74 15 DUMPSTER ENCLOSURE 112 75 16 TECH PARTS 156 (B LABEL) M 4' 4' - METAL FACTORY - - - DH9 - - - - c 2 HOUR WALL 16 11 TECH MEWS ROOM 159 (B LABEL) E 3'-0 7-0 1 314 METAL PAINT A METAL PAINT DH3 0J3 055 - - * 2 HOUR WALL 71 78 TECH WOMEN'S ROOM 160 (B LABEL) E 3'-0 1-0 1314 METAL PAINT B METAL PAINT DH6 Oil 055 - - * 2 HOUR WALL IS 79 TECH BREAK ROOM 16103 LABEL) J 3'-0 1-0 1 314 METAL PAINT B METAL PAINT PHI DJ8 DS.5 - - '9 2 POUR WALL 19 80 SERVICE DEPARTMENT /63 (B LABEL) E 4'-0 1-0 1 314 METAL PAINT B METAL PAINT DHI DJ8 DS4 - - 10 2 HOUR WALL 80 81 SHIPPING/RECEIVING 162 N 10'-.0 6' - METAL FACTORY - - - DH9 - - - 81 82 SNIPPING/RECEIVMG 162 E (ext) 3'-0 I-0 1314 METAL PAINT B METAL PAINT DHI DJ8 P55 - - - 82 83 SERVICE DEPARTMENT 163 E (ext) 3'-0 1-0 1 314 METAL PAINT B METAL PAINT PHI Die 065 - - PANIC HARDWARE 83 84 SERVICE DEPARTMENT 163 P I6'-0 14' - MTL/GLASS FACTORY - - - - DJ6 066 - - - 84 85 DUMPSTER ENCLOSURE Ill . _ _ _ _ 85 86 DUMPSTER ENCLOSURE 112 _ 86 87 CAR WASH 19,5 E (ext) 3'-0 7-0 1314 METAL PAINT B METAL PAINT DH7 DJ8 065 - - - 81 88 CAR WASH 165, J 3'-0 1-0 1 314 METAL PAINT B METAL PAINT 5H7 DJ8 055 - - - 88 89 SERVICE DEPARTMENT 163 P lb'-0 14' MTL/GLASS FACTORY - - - - DJ6 0S6 - - - 89 90 COMPRESSOR/OIL STORAGE 170 F 6'-0 7-0 1 314 MTL/GLASS PAINT B METAL PAINT DNl DJ8 DS5 - - - 90 91 DETAILING SHOP 164 P /2'-0 14' - MTL/GLASS FACTORY - - - - DJ6 056 - - - 91 92 DETAILING SHOP 164 P I2'-O 14' - MTL/GLASS FACTORY - - - - DJ6 D56 - - - 92 93 DETAILING SHOP 164 P 12'-0 14' - MTL/GLASS FACTORY - - - - DJ6 D56 - - - 93 94 DETAILING SHOP 164 P 12'-.0 14' - MTL/GLASS FACTORY - - - - DJ6 DS6 - - - 94 95 DETAILING SHOP 164 E (ext) X-0 1-0 1 314 METAL PAINT B METAL PAINT DH7 DJ8 055 - - PANIC HARDWARE 95 96 DETAILING SHOP 164 J 3'-0 1-0 1 314 METAL PAINT B METAL PAINT DH7 DJS 064 - - - 96 91 SERVICE DEPARTMENT 163 E (ext) 3'-0 1-0 1 314 METAL PAINT B METAL PAINT PHI DJ8 06.5 - PANIC HARDWARE 91 98 SERVICE DEPARTMENT I9,3 P 1&'-0 14' - METAL FACTORY - - - DJ6 056. - - - 98 99 SERVICE DEPARTMENT 163 E (ext 3'-0 7-0 1 314 METAL PAINT B METAL PAINT DH7 DJ8 D55 - - PANIC HARDWARE 99 100 SERVICE DEPARTMENT 163 P Ib'-0 14' - METAL FACTORY - - - - DJ6 DS6 - - - 100 101 SERVICE DEPARTMENT 16-3 (B LABEL) J 3'-0 7-0 1 314 METAL PAINT B METAL PAINT DN7 DJS 565 2 HOUR WALL 101 102 QUICK LURE G (ext 3'-0 1-0 1 3/4 MTL/GLASS PANT A METAL PAINT 0144 DJ4 055 - - - 102 103 SERVICE DEPARTMENT 163 M 8'-0 9'-0 - METAL FACTORY - - - DN9 - - - - c 2 HOUR WALL 103 104 PARTS WAREHOUSE 156 (B LABEL) E 4'-0 1'-0 1-314 METAL PANT B METAL PAINT PHI DJ8 065 - - 0 2 HOUR WALL 104 105 QUICK LURE Q 12'-0 12'-C - ALUM/GLASS FACTORY - - - - DJ6 056 - - - 105, 106 QUICK LURE Q 12'-0 IP-0 - ALUM/GLASS FACTORY - - - - DJ6 DS6 - - - I06_ 101 QUICK LUBE Q 12'-0 12'-0 - ALUM/GLASS FACTORY - - - - DJ6 0S6 - - - 107 10& QUICK LURE Q a'-0 12'-0 - ALUM/GLASS FACTORY - - - - DJ6 066 - - - 108 109 QUICK LUBE G (ext X-0 1-0 1 314 MTL/GLASS PANT A METAL PAINT DN4 DJ4 065 - - - ►O9 110 SUPPLIES E 3'-0 7-0 1314 METAL PAINT B METAL PAINT PHI DJS 064 - - - 110 III SHOP EQUIPMENT F 6'-0 1-0 1314 METAL PAINT B METAL PAINT DH7 DJS 064 - - - 11/ 112 MANAGER C 3'-0 7-0 1314 ALUMINUM CLEAR ALUM CLEAR DNI DJ9 DSI - - - A2 113 MANAGER TOWER C 3'•0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 113 114 MANAGER TOWER C X-0 7-0 1 314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 114 115 SERVICE DRIVE 173 A 6' 0 7-0 13/4 ALUMINUM CLEAR ALUM - CLEAR 151-4-1 DJ9 061 - - - 115 116 CAFE WAITING N 3'-W 12' - METAL FACTORY - - - OH& - - - - - II& III TECH PARTS E 4'-0 7-0 1 314 METAL PAINT B METAL PAINT 200 GENERAL OFFICE 202 E 3'-0 7-0 1314 WOOD STAIN A METAL PAINT DN3 DJ3 0S4 - - - 200 201 ARCHIVES 201 E 3'-0 1-0 1 314 WOOD STAIN A METAL PAINT PI-13 DJ3 D64 - - - 201 202 TAG OFFICE 210 C 3'-0 1-0 1 314 ALUMINUM CLEAR ALUM - CLEAR PHI DJ9 DSI - - - 202 203 CONTROLLER 204 E 3'-0 1-0 1 314 —13-14 W000 STAIN A METAL PAINT DH3 DJ3 DS4 - - - 203 204 ASST. CONTROLLER 205 E 3'-0 7-0 WOOD STAIN A METAL PAINT DN3 DJ3 D64 - - - 204 205 PAYROLL 2" E 3'-0 1-0 1 314 WOOD STAIN A METAL PAINT DN3 DJ3 DS4 - - - 205 206 HUMAN RESOURCES OFFICE 209 E 3'-0 •1-0 1 314 WOOD STAIN A METAL PAINT D143 DJ3 7>S4 - - - 206 201 BREAK ROOM 212 E 3'-C 1-0 1 3/4 WOOD STAIN A METAL PAINT DH3 DJ3 DS4 - - - 201 208 JANITOR'S CLOSET 213 E 3'•0 1-0 1 314 WOOD STAIN A METAL PAINT DH3 DJ3 064 - - - 2063 209 MEN'S ROOM 215 E X-0 1-0 1314 WOOD STAIN A METAL PAINT DN3 DJ3 064 - - - 2M ?10 WOMEN'S ROOM 214 E 3'-0 1-0 1 314 U.00D STAIN A METAL PAINT DN3 DJ3 DS4 - - - 210 ?II TRAINING ROOM 211 E X-0 1-0 1 314 WOOD STAIN A METAL PAINT DN3 0J3 DS4 - - PANIC HARDWARE 211 20 TRAINING ROOM ?II E 3'-0 7-0 1 314 WOOD STAIN A METAL PAINT DH3 DJ3 DS4 - - PANIC HARDWARE 212 213 EXPANSION E X-0 1-0 1.314 WOOD STAIN A METAL PAINT DH3 DJ3 064 - - PANIC HARDWARE 213 214 CLOSET F 6'-C 7-0 1314 WOOD STAIN A METAL PAINT DH3 DJ3 DS4 - - - 214 215 CLOSET F 6'-0 10 13/4 WOOD STAIN A METAL PAINT DH3 DJ3 D54 - - - 215 216 STAIR 216 (C LABEL) J 3'-0 1-0 1 3/4 WOOD STAIN 5 METAL PAINT DN6 DJ7 DS4 - - I HR. A5SEMBLY; PANIC HOW 216 door types: b' / 5' x 20'Y4' CLEAR WIRED GLA55 x 2'-6' (LABELLED I 12'x 12' % Y4' CLEAR APPROVED FOR LOUVER �/ TEMPERED RATED DOOR GLASS CLASS) STOREFRONT STOREFRONT PAIR STOREFRONT BIFOLD PAIR WOOD / METAL WOOD /METAL PAIR WOOD /METAL WOOD /METAL METAL A PAIR " CAR DOORS C D E FLUSH PANEL FLUSH PANEL " VIEW DOOR `' VIEW DOOR im, ROLL -UP FIRE SHUTTER / \, COILING METAL OVERHEAD �� OVERHEAD r SERVICE DEPT. MMI IMIMIMIM IMIMI OVERHEAD `x SERVICE DRIVE/DELIVERY frame types: 22' a 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (0 www.zennergroup.com Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 - W� ------ __------------- --------- a ---- ---------- �� drawn by: dr checked by: sheet no.: at DOOR AND WINDOW SCHEDULES AND DETAILS window details: door frame details:REINF-, G.W.B.0 111 Jut) CE AND /0' G A.U.B. ON 5/8' .M.U. - " GROUT CEL SOLID E PLAN FOR 3-5/8' MTL. 57UD5 B. ON -- 3-5/8' MTL. 5TUD5� O.W.B.GlUBON METAL STUDS _ -- METAL LC BEAD TRIM - .Z-FURRING W/ 2 1/2' HIGH OUTSIDE OUTSIDE -OOHED. FINISH DENSITY FIBERGLASS THIS SIDE, t SEALANT ON PARTITION TYPES BOSH SIDES --�� iv H.M. FRAME ON C.MlI. WALL - d _ GATT OR RIGID FOAM b' METAL _ METAL FRAMIWG ON c o ✓ MSCILATIOI! cgPENDED CEILINGS nJ.�- 5s/8' ,.,,. -L� 5-US�ENDED C�I�ING 8 1 8 Marietta Street, NW HOLLOW METAL ^ SEE RCP `F a 11ji11 11II I' III I"' I St13PENDED CEILING ,,,,;,,,,, ,,,,, ,, IIII IIII IIII,I„IIt Y SEE RCP Atlanta, Georgia 30318 SEALANT ON BACKER 404.881.8370, 404.881.8173 (f) FRAME 4 STOPS � SEE RCP -- —_— 5 /$ USG NO -A OR -AU-AP. CEILING NEW BACKER ROD USG No. ?�-A TRIM N15SEN SERIES 'F' IXED PANEL CIF APPLICABLE) G.W.B. ON METAL SEALANT OR EQUIVALENT EQUAL METAL TRIM ROD -BOTH SIDES www.zennergroup.com 5CHED. GLAZING SLIDING WINDOW G.WB. ON METAL FRAMING SEALANT BOTH SIDES STOREFRONT SYSTEM FRAMING STOREFRONT OR SEALANT BOTH SIDES SEE GENERAL NOTES. PAINTED H.M. CURTAINWALL SYSTEM 57 g' S CORNER BEAD PANTED N M, iv FRAME Ix FURRING SEE GENERAL NOTES SEALANT ON �,, FRAME -ACHED, DOOR T/ T/O/DOO� _ BACKER ROD LC BEAD 5CHED, DOOR SEE DOOR SCHEDULE SEE DOOR SCHEDULE WH38CALE:HEAD - H.M. FRAME �H 1 HEAD -SLIDING1-1/2" = V-0" SCALE: 1-1/2"= 1'-0" SINGLE ACTIIJG ALUM. INSIDE INSIDE STOREFRONT ENTRANCE 5CHED. GLAZING - - HEAD HOLLOW METAL A HEAD - HOLLOW METAL DH38CALE:1-1/2"=1'-0" HEAD- STOREFRONTDHHEAD- STOREFRONTDH58CALE: HEAD STOREFRONT� . HOLLOW METAL = 1-1/2" = 1'-0" D � SCALE: 1-1/2" - 1'-0" SCALE: 1-1/2" - 1'-0" FRAME 4 STOPS STATIONARY GLASS ac�tena\DooR DeTAtt.awTORgrRorrr Dooaa aCHEDB\DOOR DETAIIa\t7TOREFRONT DOORS N155EN SERIES 'F' STEEL STUD 5LIDING WINDOW ANCHOR 5/8' G.W.B. ON H.M. FRAME -- TO 5TRUCTURE' 3 5/8' MTL. FRAMING -- C.M.U. _ - CiM.U. - REINFORCE AND (FIRECODE CORE) - - - - GROUT CELL SOLID ON 3-5/8' MTL. STUDSjuv- - _ - _ 1 1/?' G.WB. ON ? Ind' - � Z-FURRING W/ 2 i/2' HIGH JAMB - _ -- \�� I I i i o SCHED. FINISH = SCHED. FINISH - v DENSITY FIDERGLA55 H.M. FRAMEWjJAMB SLIDING - _ - Oi'�! CI1.U. WALL "` -' ON Gl`1.U. WALL __ , y _ BATT OR RIGID FOAM �� ° INSULATION - SCALE: 1-1/2" = 1'-0" WJ3 - _ FOR CONSTRUCTION 03-22-04 -- H.M. JAMB PLASTIC RADIUS - `~ - I$ GA METAL STU i i i i i LAMININATE CORNERS 3' AT 16' OC. i I -ACHED. DOOR CORNER BEAD SGNED. GLAZING BRACE TO TRUCTURE AT �� N.M. JAMB COILING ROLL -UP ` f PLASTIC - - - I DOOR 32' 0•C• `\ i L i O REITFORCED � REINFORCED � LC BEAD PASS-THRU `� N155EN SERIES 'F' LAMININATE FINISH i -ED. DOOR NI•'l. HEADER P.M.HI.1. HEADER T.O.COUNTER SLIDING WINDOW ---- I C.M.U. WALL G.W.B. ON HEADER i i 2'-Ila' AFF. I FRAMED FROM IS GA. $' �\ METAL STUDS AND 18 GA, i 3-5/$' CHANNELS i i G.W.B. ON HEADER FRAMED 4�' 4�g' +/e-[ -�, ?�?• 4�8' 25�8• -� i FROM 1$ GA. $' METAL � STUDS AND i$ GA, 3-5/$' i 5/8' GlU.B. ON 5/8' G.W.B. ON � CHANNELS 3-5/8' MTL.STUDs HEAD -COILING DOOR , 'DH78CALE:HEAD - HOLLOW METAL HEAD - HOLLOW METAL _ __ 3-5/8' MTL. STUDS DH 9 SCALE: = 1'-0' I -�}•- 1-1/2'= 1'-0" DBCALE:1-1/2"= 1'-0"SILL - H.M. FRAME SILL -SLIDING 't SEEPRCPEDCE�INGWS38CALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" i I 4/4. 10 MTL. CORNER BEAD TRIM I ALUMINUM DOOR ALUMINUM DOOR FRAME BEYOND FRAME BEYOND =--_ =-- _--- -_ -- -_---- 5/8' G.U1.B. ON METAL-- S7UDS 5F. DOOR - SEE 5F. DOOR - SEE SCHEDULE SCHEDULE REINFORCED U-BLOCK LINTEL #ALTERNATE SEE STRUGT, DWGS. 2 PC. ALUMINUM CARPET SEAM OR STOREFRONT WALL AT RECESSED COILING DOOR HEAD f - DH8 THRESHOLD AND CHANGE OF FLOOR - --- ---------- ---- --- - THIS LOCATION SCALE: 1-1/2" - T-0" - RAMP SET IN BED JOINT SHALL BE e - -- _— SCHEDS\Dt7GR DETAILS\COILING 6 OVERHEAD OF SEALANT CENTERED BELOW C.M.U. - • • - - -- PROVIDE DOOR STOP FLOOR TILE - SEE DOOR -__- CTHROl1CaNOUT> FINISH SCHEDULE SEALANT -- *ALTERNATE_ - BOTH SIDES `' SEALANT 4 BACKER CONTINUE STOREFRONT _ HOLLOW METAL ROD BOTH SIDES SIDE UCF D DOOR +� THIS 4%8' DRAWINGS FOR FRAME I STOPS SEE STRUCTURAL SHIM AS REQ'D. FOUNDATION DETAILS OUTSIDE 5CHED. GLAZING STOREFRONT DOOR _---- �-�- 5/8' G.W.B. ON METAL G.W,B. ON METAL STUDS - AND FRAME - SEE STUDS SEE PLAN FOR - DOOR SCHEDULE _ - PARTITION TYPES SILL-STOREFRONTDS1SILL-STOREFRONT -�_ _ MTL. CORNER BEAD TRIM _ _ -_ _ NEW BACKER ROD � = _ _ - � SEALANT 1 BACKER I=QUA�M TRIM DS2 SCALE: 1-1/2" - 1'-0" SCALE: 1-1/2" - 1'-0" r, SEALANT-`�•!.-: =-- = -= W=== ROD BOTH SIDES Soh•d.\Door Dotal•\Btonfront Door* 6ohod.\Door DoWskStornfront Doom WH2HEAD o H.M. FRAME STOREFRONT DOOR $HIM A5 REQ'D. 3CALE: 1-1/2" = 1'-0" - �� SEALANT ON BAGI�ER �--r-®'DJ 9 JAMB STOREFRONT ROD - Bo 9DE = = --O --__ 6 SCALE: 1-1/2" = 1'-0' STOREFRONT OR SHIM AS REQUIRED �CURTAINWALL SYSTEM 5CHED. GLAZING ff AND FRAMET-DOOR ALUMINUM DOOR = - - =-- -- SGHED. DOOR ~ -- SEE DOOR SCHEDULE. FRAME BEYOND HOLLOW METAL INSIDE FRAME t STOPS N.M. FRAME BEYOND S.F.DOOR -SEE - `- --- y- SEALANT +� OUTSIDE = SCHEDULE _ - BOTH SIDES NDJ28CALE:JAMB a STOREFRONT JAMB- STOREFRONT CARPET SEAM OR ALUMINUM 1-1/2"= 1'-0" SCALE: 1-1/2" - 1'-0" CHANGE OF FLOOR THRESHOLD SET INIS GA STUDS SECURED TOaOHEDS\DOOR DETAIMSTOREFRONT DOORS JOINT SHALL BE BED OF SEALANT - _ HEADER ABOVE CENTERED BELOW BREAK METAL MATCHING DOOR SCHEDULE _ n' CARPET - SEE FIN1514 STOREFRONT _ HED. DOOR -- l SEE STRUCTURAL -- _ - EDGE OF G.W.B. HEADER SILL GASKE T � FIRE � - II / PAINTED P.M./r ABOVE RATED DOORS DRAWINGS FOR h l FRAME FOUNDATION DETAILS SCHED. DOOR JAMB FRAME I i G.W.B. ON METAL `~ W JAM 9 - H.M. I- f1/d\M E i FRAMING ---- H.M. FRAME - W WJ28CALE: 1-1/2" = 1'-0" I =� i q i METAL FRAMING - _ _--•---.--• SILL- HOLLOW METAL SILL -STOREFRONT -_-_- dL D S 4 SCALE: 1-1/2" = 1'-0" D S 3 SCALE: 1-1/2" = 1'-0" SCHED. GLAZING — y Soh.Wom wtuleMor*frorrt Door. aohed.\Door DatmAsMor.front Doom --___ _-- -_ HOLLOWMETAL COILING DOOR JAMB at Storefront V.IF. -- _ FRAME t STOPS DJ10 SCALE: 1-1/2" = 1'-0" JAMB - HOLLOW METALDJ38CALE:JAMB - HOLLOW METAL SEALANT • SCHEDS\DOGR DETAILS\COILING 6 OVERHEAD _ ■ ® _ DJ48CALE: 1-1/2' = 1'-0" 1-1/2" = V-0" BOTH SIDES 4X4 STEEL ANGLE 9CHED. DOOR _ -- -- ANCHORED TO C.M.U. _ " - SINGLE ACTING ALUM, _7-7 - �' _ STOREFRONT ENTRANCE OVERHEAD DOOR- H M. FRAME BEYOND SEE DOOR SCHEDULE x SEALANT ON j LC BEAD FACE OF C!"1.U. BEYOND ALUMINUM =- SILL - H.M. FRAME - _------- - _--- BACKER ROD THRESHOLD SET IN - - -- - - I/?' G.W.B. ON 2 Irl'� i CORNER BEAD FILLET S A BED OF SEALANT - - Z-FURRING W/ 2 1/2 HIGH LLE L B EDGE -_---- _ -'— �__ $' G.M.U. WALL _------- WS2SCALE:1-1/2" = 1'-0" -ACHED. FINISH - -ACHED, FINISH -- - - _ 1 RADIUS, TYP. SCHEDULED FLOORING - DENSITY FIBERGLASS _ ON C.MJJ. WALL -- ON GI1 U. WALL -- _� _---- -- ---- SEE FINISH SCHEDULE - - BATT OR RIGID FOAM _ - �{ `_--' -- 4X4 STEEL ANGLE _ - -- MSULATICN = ANCHORED TO C.M.U. -_ - `, ------- J i - � ,__ •; ca.a .° FILL AND REINFORCE ----•-- � SILL GASKET � FIRE --- _ _ - CELL -A AT OVERHEAD - - - DOOR JAMBS -- X UI' G.W.B. ON 2 N?' SEE STRUCTURAL EXT PAVING, RATED DOORS t -- i-----`y ,'---------- - o _ �; Z-FURRING W/ 2 L12' HIGH 5E CIVIL D1U35 _-_-_ - DRAWINGS FOR __--_ --- __-_ - ---- __ - CONCRETE COATING BY SCHED. FINISH DENSITY FIBERGLASS FOUNDATION DETAILS - r BATT OR RIGID FOAM _ - `' -ACHED. DOOR ` `CORNER BEAD E.IF S. MANUFACTURER ON C M,U. WALL _ - _ ` - �, INSULATION = - - _ _- - - OVERHEADDOOR _ SILL -OVERHEAD DOORDS58CALE:SILL-HOLLOW METAL \—LC BEAD SEE DOOR SCHEDULE y DS5 SCALE: 1-1/2" = 1'-0" 1-1/2" = T-0" N.M. FRAME HJ1. FRAME ` 8' G M.U. _ REINFORCE AND aahod.\Door D•ulls\etor•front Door. eohod.\Door D•t.11.\ator.front Door* - GROUT CELL SOLID 5CHED. DOOR DJ8JAMB - HOLLOW METALDJ7SCALE:JAMB - HOLLOW METAL JAMB - OVERHEAD DOORDJ58CALE:JAMB - STOREFRONT=_= 8CALE: 1-1/2" = V-0" 1-1/2' = V-0' DJ68CALE: 1-1/2" = 1'-0" 1-1/2" = 1'-0" project -no �� =---==^ _ =249004 drawn by: rjr checked by: sheet no.: Adlv a� DOOR HEAD, JAMB, m & SILL DETAILS finish schedule: rm no room name floor material materialwalltrim ceiling material laminate remarks rm no. wainscot above base chairrall crown finish counter cabinets l :...y. a...: tryy n.'1*•Y :,f� � �};�; • c ¢ _� n.P. n�(� � � ,,,fit ��.rr.+:'4' .y .� v :. ♦<`ir.. �t�i•4� -W.-" ��` }'.tr. +ul{- +1�,' �:� �. 91.7."�.ti u. ,; �. f •- ._.r a-•• 'a .._ram .../' . •flwlsJi���+fi�. ..�-. .,_ _ - r ••m• ,.� a.fi-.• . l.� i'N c"!'-vl -!!r-• ++•:t" c-.* Ir-<'Y , .(.c `•'$wn4 S . `ni. ` -Lj. ,x�%r :i _d I i s.,'.; H -k�'r"��x'v�i7�.�3Y'.7" ?��,�'J'�:.�`,�YT�•��7i43k�i .fi�7�k_.,17.`�aitf- 7'�:`ak�' ''��`.�s��;f�•YP%.l 100 RECEPTION FT-2/GT-I WC -I WC-1 T15-1 - - PT-2 CL-A - - - 100 101 SCION EXP. SALES AREA FT-2/GT-1 WC -I WC-1 T13-1 - - PT-2 CL-A - - - 101 102 SALES AREA CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 102 103 SALES AREA CP-I PT -I PT -I R5-1 - - PT-2 CL-A - - - 103 104 GS.M.OFFICE CP-I U,C-1 WC-1 R5-1 - - PT-2 CL-A - - - 104 105 T.P.C. FT-2/GT-I WC-I/PT-2 WC-1 T13-1 - - PT-2 CL-A - - SEMI-GL055 PAINT AT WALL BEHIND DISPLAY CA5E6 105 106 SALES AREA CP-I WC-1 WC-1 TB -I - - PT-2 -A - - - 106 101 SALES TCUE•R CP-I WC -I WC-1 R5-1 - - PT-2 -CL CL-A - - - 01 108 SALES AREA CP-I WC-1 WC-1 T13-1 - - PT-2 CL-A - - - 108 109 SHOWROOM FT-2/6T-1 WC -I WC-1 TB-1 - - PT-2 CL-A - - - 09 110 U.CM.OFFICE CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 110 III U.C.M. OFFICE CP-I PT -I PT -I R15-1 - - PT-2 CL-A - - - III 112 CLOSET 01 CP-I PT -I PT -I RB-I - - PT-2 CL-C - - - 112 113 WAITING AREA FT-2/GT-1 WC-1 WC-1 TB -I - - PT-2 CL-A - - - 113 114 DELIVERY OFFICE CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 114 115 DELIVERY OFFICE CP-I PT -I PT -I RB-I • - PT-2 CL-A - - - 115 116 F41 OFFICE CP-I PT -I PT -I R5-1 - - PT-2 CL -A - - - Ilb Ill F11OFFICE CP-I PT -I PT -I RB-I - - PT-2 CL-C - - - 117 118 CORRIDOR CP-I PT -I PT -I R13-1 - - PT-? -CL -A - - - I0 119 F41 OFFICE CP-I PT-1 PT -I RB-1 - - PT-2 CL-A - - - 119 120 F41 OFFICE CP-I PT -I PT -I RB-I - - PT-? CL-A - - - 120 121 STAIR n FL-4 PT -I PT-1 R15-1 - - PT-2 - - - - 121 122 ELECTRIC ROOM FL-4 PT-1 PT-1 R5-1 - - PT-2 CL-D - - - 122 123 PHONE ROOM FL-4 PT -I PT -I R5-1 - - PT-2 CL-D - - - 123 124 CORRIDOR CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 124 125 CL05ET V CP-I PT -I PT -I RB-I - - PT-2 CL-C - - - 125 126 CONFERENCE ROOM CP-I PT -I PT -I R13-1 - - PT-2 CL-A - - - 126 121 F41 OFFICE CP-I PT -I PT-1 R5-1 - - PT-2 CL-A - - - 121 128 ADVERTISING/MARKET/NG CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 128 125 F41 OFFICE CP-I PT -I PT -I RB-I - - PT-? CL-A - - - ► 5 130 6lM.OFFICE CP-I WC -I WC-1 RB-I - - PT-2 CL-A/CL-D - - - 130 131 FIi OFFICE CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 131 132 G.M. CLOSET CP-I PT -I PT -I RB-I - - PT-2 CL-C - - - 132 03 G.M. RESTROOM FT-1/6T-I WC -I WC-1 T13-1 - - PT-? CL-C PL-1 PL-? - 133 134 JANITOR'S CLOSET FL-4 PT-2 PT-? R13-1 - - PT-2 CL-D - - - 134 135 F41 WAITING AREA CP-I WC -I WC-1 RB-I - - PT-? CL-A - - - 135 136 CORRIDOR FT-2/6T-I WC -I WC-1 T5-1 - - PT-2 CL-A - - - 136 137 WOMEN FT-1/6T-1 WT-I/lUT-2 WC-1 T13-1 - - PT-? CL-A/CL-C PL-1 PL-2 WALL TILE TO 54' AFFt U.C-I ABOVE TILE 131 I38 MEN FT-1/GT-I WT-1/WT-2 WC-1 T13-1 - - PT-2 CL-A/CL-C PL-I PL-2 WALL TILE TO 54' AFF= X-I ABOVE TILE 136 139 KIDS CP-I WO-6 WC -I R5-1 U.C-5 - PT-2 CL-A - - KID'S ACCENT WALL BORDER (UC-5) N EAST WALL ONLY (WC -I ONLY COLUMN) 135 140 CAFE CLOSET FT-2/GT-I PT -I PT -I R6-1 - - PT-2 CL-A - - - 140 141 ELEVATOR EQUIPMENT FL-4 PT-2 PT-2 R5-1 - - PT-2 CL-A - - - 141 142 BUSINESS CENTER FT-24T-1 WC -I WC-1 RB-1 PT-? CL -A/CL -C 142 143 CUSTOMER WAITING CP-I WC-1 WC-1 RB-I - - PT-? CL-A - - - 143 144 CAFE WAITING FT-2/GT-I WC-VPT-2 WC-1/PT-2 R13-1 - - PT-? CL-A/CL-C - - 6EMI-GL055 PAINT AT WALL BEHIND 015PLAY CASESt UC-I 6 SIDLE INSETWALLS 144 145 SERVICE ADVISORS FT-2/GT-1 WC -I WC-1 RB-I - - PT-? CL-A/CL-C PL-I PL-2 - 145 146 FIXED OPS MANAGER VF-I PT-1 PT -I R5-1 - - PT-2 CL-A - - - 146 141 SERVICE FILES FL-4 PT-1 PT-1 R5-1 - - PT-2 CL-A - - - 141 148 WARRANTY OFFICE CP-I PT-1 PT-1 R13-1 - - PT-? CL-A/CL-C - - - 148 149 CAFE FT-2/GT-I WC-1 WC-1 R5-1 - - PT-2 CL-C - - - 149 150 CASHIERS CP-I U,G-1 WC-1 R5-1 - - PT-2 CL-A/CL-C PL-I PL-2 151 RETAIL PARTS FT4/6T-I WC -I WC-1 RB-1 - - PT-2 CL-A PL-I PL-? - 151 152 SERVICE MANAGER VF-I PT -I PT -I RB-I - - PT-2 CL-A - - - 152 153 A,P.M.OFFICE VF-1 PT -I PT-1 RB-I - - PT-2 CL-A - - - 153 154 PARTS MANAGER VF-I PT-2 PT-2 R5-1 - - PT-2 CL -A - - - 154 155 CORRIDOR VF-I PT-2 PT-2 R13-1 - - PT-2 CL-A - - - 155 156 PARTS WAREHOUSE FL-4 PT-2 PT-2 - - - PT-2 - - - ALTERNATE I: CEILING CL-D 156 151 SPECIAL TOOL$ FL-4 PT-2 PT-? RB-I - - PT-? CL -D - - - 151 158 TECH PARTS FL-4 PT-? PT-? RB-I - - PT-2 CL -B PL -I - - 156 155 TECH MEN VT-1 PT-2 PT-? R15-1 - - PT-2 CL-B/CL-C - - - 155 160 TECH WOMEN YT-I PT-2 PT-2 RB-I - - PT-2 CL-B I - 160 161 TECH BREAK ROOM YT-I PT-2 PT-2 RB-I - - PT-2 CL-B PL-I PL-21PL- - 162 5141PPING/RECEIVING FL-4 PT-2 PT-2 - - - PT-2 CL-D - - - 163 SERVICE SHOP FL -I PT-? PT-2 - - - PT-2 CL-D - - 164 DETAILING SHOP FL-4 PT-2 PT-2 - - - PT-2 CL-D - - - 165 CAR WASH ASPHALT PT-2 PT-2 - - - PT-2 CL-D - - - ]Y-4 166 MACHINE SHOP FL-4 PT-? PT-2 - - PT-2 CL-D - - - I67 VEHICLE DELIVERY T-2/GT-1/CP-1 PT-2 PT-2 - - - PT-2 CL-AI68 STAIR'1 CP-I PT -I PT -I RB-1 - - PT-?169 CORRIDOR FT-?/GT-1 UC-1 WC-1 TB-1 - - PT-? CL-A - - - 110 COMPRE550R 4 OIL ST. FL-4 PT-2 PT-? - - - PT-? - - - - Il0 I71 LOCKER ROOM VT -I CL-B 111 112 DUMPSTER ENCLOSURE FL -4 - 112 113 SERVICE DRIVE FL-4 CL-D ALTERNATE It CEILING ■ CL-A 113 114 QUICK LURE FL-4 CL -D 114 115 SHOP EQUIPMENT FL-4 CL -D 1l5 176 DETAILING SUPPLIES FL-4 CL-0 176 177 WINDOW TINTING FL-4 CL -D 171 176 COMPUTER FL-4 CL -D lie 115 INTERNET WORKSTATIONS CP-I CL-A 119 180 MANAGER TOWER CP- I CL -A leo 161 NOT USED - - WI 162 INTERNET MANAGER CP-I CL-A IS? 183 CLOSET'3 CP-I CL-A 183 184 ELEVATOR - 184 C �F /2/�p ,.J,,• 'J1, u.Yr�l+'r' !:P.f .:b-. ' ex'!- ! Y _.V�/I*..1 , dGasJTvw dG<.Ik n k era ro. P .!..t. w �k!�.uk y..k.t�:iTdba�: b>}rke: �;:2""JY3. ..a.. ci r�� ..��.. Mir'td.�.r2+.+rvi. tr. :t � e:i .t n ^nli2oa.:i2Pm YiMSt2"Y ! a •:'�" l.L J.d»ui+au i".. e.t!- a.}!- r. �i;,'katnl�+G.ii1PMf!2� 1. �..f, •:.�,., eh- at !:in .. m✓XaGn%Su.i.T;l ��..r',,.� `o . •'n'F c•!�:. �f 3 Z?y. 1l:A.SiGrb9+e: .:1. ';J: "J..- +�.�,•,�:P!�'%"• $J" �'fi' � "h . . -I�N:.'i�s+ETal ti+ 1 .n. e. !, i-' i3+�'i.+b e: z ' :'t•:- 'i�'. !,ry . '+l`AIM .:i'_z2;_:a >�i :f :::.Y- - :' ':`Y:J:T `a: '. rJ.. =-, :3�1 ;.•Y. 'may 1r},�;�• .�,,..-.. .7"r-.''1T'. '.. 3j'J"3`"�tiY''}�,�.�;,�'�.l }.r.�•• �}"!. -.''1 'i^''. +e-f!r' . 7 !=t✓ a e •� µi . !x!- N !rP.. c. dr• .,,;!3` i. a:l�'%�i✓'Yi!.3-. ,. •i!- !"f 'Y_ !:E- .1 h- •`f '2'sJ-ir»`�2s. ,vo. �r.�,.• a ._ . ,.. .>. �i�,.�'2r» �k ":t�•+ir'1 �,.X»Sl+-.�s_bi.Y.:k<-,ar�str � •r:.++--b{a�.�..i�`s•T+»�vtiy _S2 .- M�T:.E.'u•.n _..F7S�»sZ!_•.yk �'2�..� _... P }"•. .. 2 .,k '= .� , 200 CORRIDOR CP-I WC -I WC-1 RB-I - - PT-? CL-B - - - 200 201 ARCHIVES VT -I PT -I PT -I RB-I - - PT-2 CL-B - - - 201 202 GENERAL OFFICE CP-I PT -I PT-1 R5-1 - - PT-? CL-B PL-1 PL -21PL -3 202 203 CLOSET Y7-1 PT -I PT -I RB-I - - PT-2 CL-B - - - 203 204 CONTROLLER CP-I PT -I PT -I RB-I - - PT-2 CL-A - - - 204 205 A56T. CONTROLLER CP-I PT -I PT -I RB-I - - PT-2 CL-B - - - 205 206 PAYROLL OFFICE CP-I PT -I PT -I R13-1 - - PT-2 CL-B PL-I FL-21PL- - 2" 201 EXPAN51ON YT-I PT -I PT -I R5-1 - - PT-2 CL-B - - - 201 20e LOBBY VT -I PT -I PT -I R13-1 - - PT-? CL-A - - - 208 205 H.R. OFFICE CP-I PT -I PT-/ RB-I - - PT-2 CL-B - - - 209 210 TAG OFFICE CP-I PT -I PT -I RB-I - - PT-2 CL-B - - - 210 211 TRAINING ROOM CP-I PT -I PT -I R15-1 - - PT-2 CL-B 212 BREAK ROOM VT -I PT-2 PT-2 R13-1 - - PT-2 CL-B PL-1 PL-21PL- - 212 213 JANITOR'S CLOSET SEALED CONC. PT-2 PT-2 RB-I - - PT-2 CL-D - - - 213 214 WOMEN FT-1/6T-1 U/T-1AVT-2 WC-1 T5-1 • - PT-? CL-B/CL-C PL-1 PL-21PL-3 214 215 MEN FT-1/6T-I WT-M-2 WC-1 T13-1 - - PT-? CL-B/CL-C PL-I FL-?/PL- - 215 221 STAIR -2 SEALED CONC. PT -I PT -I RB-I - • PT-2 CL-13 - - 221 268 STAIR'1 CL-B 268 284 ELEVATOR - 284 general finish notes: 1 ALL INTERIOR FINISH SPECIFICATIONS AS REQUIRED BY THE ARCHITECT ARE INCLUDED HEREIN. NOTIFY THE ARCHITECT FOR CLARIFICATION OF ANY AMBIGUITIES DISCREPANCIES OR OMISSIONS BEFORE PROCEEDING. 2. ALL FINISHES ARE INDICATED IN THE FINISH SCHEDULE OR NOTED IN THE DRAWINGS. NO FINISH SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR 13 TO SUBMIT SAMPLES OF ALL SPECIFIED FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3• ALL NEW SURFACES SHALL BE SMOOTH AND FREE OF DEFECTS. FINISH GYPSUM BOARD SURFACES TO RECEIVE PAINT OR WALLCOVERING TO GYPSUM ASSOC. LEVEL 4 FINISH. PAINT AND W4LLCOVERIN6 SUBCONTRACTORS ARE TO NOTIFY CONTRACTOR FOR CORRECTION OF ANY UNACCEPTABLE CONDITIONS PRIOR TO PROCEEDING WITH FINISH APPLICATION. 4. APPLY 1 COAT PRIMER AND 2 OR MORE COATS OF FINISH PAINT, UNLESS NOTED OTHERWISE. 5. PREPARE ALL SURFACES TO RECEIVE PAINT ACCORDING TO PAINT MANUFACTURER'S SPECIFICATIONS. PRIME GYPSUM BOARD SURFACES WITH ONE COAT SW PROMAR 400 LATEX WALL PRIMER OR APPROVED EQUAL, PREPARE, AND PRIME NON -GALVANIZED METAL SURFACES WITH SW KEM KROMIC RUST -INHIBITING METAL PRIMER OR APPROVED EQUAL (I COAT). PREPARE, AND PRIME MASONRY 5URFACE5 WITH SW PROMAR INTERIOR/EXTERIOR BLOCK FILLER ll COAT). 6. WHERE INDICATED, PREPARE AND PRIME SURFACES TO RECEIVE WALLCOVERING WITH MANUFACTURER -APPROVED PRIMER. 7. INSTALL A TRANSITION STRIP ALOW3 ALL AREAS WHERE TILE DIRECTLY ADJOINS CARPET. 8, WHERE FINISH FLOOR MATERIAL SEAMS OCCUR AT DOORS, THEY ARE TO BE PARALLEL WITH THE DOOR IN THE CLOSED POSITION AND CENTERED ON THE THICKNESS OF THE DOOR UNLESS INDICATED OTHERWISE BY NOTE ON FINISH SCHEDULE OR ON FLOOR PLAN, S. ALL EXPOSED GYPSUM BOARD EDGES SHALL HAVE A METAL 'LC' BEAD FLOOR TO CEILING. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS WHERE GYPSUM WALL BOARD CONTINUES TO STRUCTURE ABOVE. 10. ALL STRUCTURAL COLUMNS AND MISCELLANEOUS GRILLES PLATES ETC. OCCURRING ON WALLS OR CEILING ARE TO BE FINISHED TO MATCH THE WALL OR CEILING IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. It. ALL VERTICALLY MOUNTED BUILDING ACCESSORIES (IE. DOOR STOPS COAT HOOKS) SHALL BE MCUNTED CN PARTITIONS WITH IN -WALL BLOCKING AS REQUIRED. DO NOT MOUNT ANY BUILDING ACCESSORIES ON DOORS. 12. WHERE PARTITIONS ABUT BUILDING WINDOW MULLIONS, SEAL GAP WITH ACOUSTICAL SEALANT BETWEEN PARTITION AND WINDOW MULLION. 13. DOOR FRAMES SHALL BE PAINTED WL-3 (SEE FINISH SCHEDULE) SEMI -GLOSS ENAMEL THROUGHOUT, UNLESS NOTED OTHERWISE. 14. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE TO EX/STING CONSTRUCTION DUE TO NEW CONSTRUCT/CN AND PREPARE WALLS TO ACCEPT NEW SGHEDULED FINISH. 15. CONTRACTOR SHALL REFER TO 'SCHEDULE OF FIN15HE8,' THIS SHEET, FOR FINISHES THROUGHOUT. finish legend: TOYOTA IMAGE USA STANDARDS WARM SCHEME 200" material architectural designation g finish specification P manufacturer/local dealer FLOORING CP-I (CARPET) MANNINGTCN, PATTERN: PRINCIPLES - COLOR: TIBURON - PILE: DUPONT rYPE 6/6 BCF NYLON PERMANENT STATIC MANN/NGTON COMMERCIAL CARPET (800) 241-2262 CONTROL, 26 oz/yd. CP-2 (CARPET) BIGELOW PATTERN: INVERNE56 - COLOR: IV51'2303 STEAMER - PILE: TUFTED PATTERNED LOOP, ZEFTRON 20W NYLON MOHAWK CARPET GROUP (800) 553-6045 Tracl Donaldson - Dfrect (310) 621-8928 WITH STATIC CONTROL, 28 oz/Yd. CP-3 (CARPET) MONAUK, PATTERN: 1166-989 MAGGIORE - COLOR: CISTERN - PILE: TUFTED PATTERNED LOOP, DUPONT ANTRON LUMENA MOHAWK CARPET GROUP (WO) 553-6045 Tract Donaldson - Dfrect (310) 621-8928 SOLUTION DYED, 28 oz/Yd. YT-1 (VINYL TILE) ARM5TRONG, STANDARD EXCELON - COLOR: 051908 PEWTER; 12'xl2' IMPERIAL TEXTURE ARM5TRONG FLOORING, (800) 356-9301 ext. 6912 13(11 Caronko VF-I (SHEET VINYL) LON5EAL, LONPLATE II - COLOR: 0424TX GUNPOWDER; 6x60' ROLL, INSTALL WITH LON5EAL APPROVED ADHESIVES LONSEAL, (310) 312-5784 Dottie You ONLY FL -I (AGGREGATE) MA5TERCRCN, HI -REFLECTIVE NATURAL AGGREGATE, HIGH REFLECTIVE UNITE MASTER BUILDERS, INC. (800) 228-3318 Carlta M81er FL-4 SEALED CONCRETE FT -I (RESTROCM AMERICAN OLEAN, ' C-18 'CHARIOT GRAY' (MATTE FINISH) - 2 x2' PORCELAIN CERAMIC MOSAIC (DARK GROUT) AMERICAN OLEAN TILE) FT-2 (PORCELAIN D'IMOLA, GRANIGLIATO FINE 0TOP-314 (MATTE FINISH) - 12'xl2' PORCELAIN (DARK GROUT) D'IMOLA, (310) 391-3496 Ellen Efsen TILE) FT-3 (PORCELAIN GRANTTI FIANDRE, GRANTEI COLLECTION 'G400 ;AGATA' (MATTE FINI5I4) - 12'xl2' PORCELAIN EURODUEST, (114) 937-7500 B(11 L(chtenatein TILE) GT-I (DARK GROUT) LATICRETE, ' 42 'PLATINUM' LATICRETE, (800) 243-4788 (www.lat(c.rete.com) GT-? (LIGHT GROUT) LATICRETE,' 44 'BRIGHT WHITE' LATICRETE, (800) 243-4788 (www.laticrete.com) WALLS: PAINT PT-1 'SW 1009 'SPACIOUS GRAY' - EGGSHELL FINISH WALL PAINT SHERWIN WILLIAMS - (800) 321-8194 - ASK FOR ARCHITECTURAL DESK PT-2 'SW 1009 'SPACIOUS GRAY' - SEMI -GLOSS FINISH TRIM PAINT SHERWIN WILLIAMS - (800) 321-8194 - ASK FOR ARCHITECTURAL DESK PT-3 POLOMYx 'PL-0I?74W-TOY (WATER BASE) APPLICATION BY ZOLATCNE QUALIFIED CONTRACTOR ONLY DAVID STRAUSS ASSOC. (ZOLATONE REP.) (110) 664-1132 Steve G(bbs WALLS: WALL TILE WT-1 AMERICAN OLEAN, ' 05 'POLAR WHITE' (BRIGHT FINISH) - 4 V4'x4 V4' GLAZED (UA41TE GROUT) AMERICAN OLEAN WT-2 AMERICAN CLEAN, ' 110 'BURGUNDY' (BRIGHT FINISH) - 4 V4'x4 114' GLAZED (WHITE GROUT) ACCENT TILE AMERICAN OLEAN WALLS: WALL WC -I MA►LARAM, PATTERN: 01384-TOY-390401 'FROSTED 6LA55' COLOR: 10 GRANITE - 54' W. TYPE I MA14ARAM - (800) 645-3943 Susan Uhft COVERING WC-? 2 '1VG6 JN- I&TL- — LGR. ' Go! EL LEPI b,*!T 54. 1,,1. T-IPE-:I- MA14ARAM - (800) 645-3543 Susan Uhlt WC-3 - _-_ J.M. LYNNE GO. INC. - (800)645-5044 ext. 292 Bonnie Boyer kOR. GI;W 54' tV TY-PE 1 WPC-4 J.M. LYME GC. INC. - (800)b45-5044 ext. 292 Bonnie Boyer WC-5 MDC, PATTERN: 14TOYI17B0599 'JUNGLE DREAM BORDER' 8 III' W. TYPE I CHILDREN'S WALLCOVERIWO - INSTALL MPG WALLCOVERINPGS - (800) 413-111.9 Kathte Wood tv 44' AFF TO TOP OF BORDER TO ALIGN WITH TOP OF HORIZONTAL STOREFRONT FRAME WC-6 MDC, PATTERN. '4TOYP5PC01 'PETITE CONFETTI' COLOR: KATIE' 54' W. TYPE 11 VINYL, ONA550R4' BACKED MDC WALLCOVERINGS - (800) 413-1115 Kathte Wood WC-1 MURASPEC, PATTERN: 0QZZ-889-2-b3-MI 'MIST' 54' W. TYPE 11 YINYL, ONASBURG BACKED MURA5PEC (800) 7I7-5651 Dana Palumbo WC-8 WOLF GORDON, PATTERN: " 1920101 ALTO 'SILYER TEAK' 54' W. I5 oz. TYPE 11 VINYL, SCRIM BACKED WOLF GOROCN (800) 341-0550 ext. 616 Ronnie Massock WC-9 WOLF- rOR00N,-PATTEiy�-6 F2(21933 6 Y4G 3A ' !� __ rvoc ,.nrvr C/ OIM -A6-E£ WOLF GORDON (800) 347-0550 ext. 616 Ronnie Massock BASE R13-1 (RUBBER BASE) ROPPE, 'P193 BLACK -BROWN', 4' H. COVE ROPPE (800) 526-5845 ext. 4803 Lll Talley TB -I (TILE BASE) MATCH WALL TILE (WT-U - RESTROOM WALLS AMERICAN OLEAN CEILINGS CL-A (PUBLIC TILE: WHITE ACOUSTICAL SUSPENDED 2'x2' AW$TRONG GOLD CIRCLE DISTRIBUTOR AREAS) GRID: 5/16' BOL T SLOT W/ 116' REVEAL, SILHOUETTE DUNE - ANGLED TEGULAR W11. BIRD I COMPANY, 2500 COLUMBIA AVE, LANCASTER PA 11604 (888) 234-5464 CL-5 (UTILITY TILE: WHITE ACOUSTICAL SUSPENDED 2'x2' AR-16TRONr GOLD CIRCLE DISTRIBUTOR AREAS) GRID: 9/I6' EXPOSED TEE ECONOMIC GRID, DUNE - ANGLED TEGULAR Wl1. BIRD I COMPANY, 2500 COLUMBIA AVE, LANCASTER PA I1604 (888) 234-5464 CL-C (GUA3 SOFFITS (SYP5UM WALLBOARD CEILINGS AND SOFFITS BENJAMIN MOORS t CO. (BOO) 344-0400 CEIL ING5) 02121-60 'WHITE DIAMOND, FLAT / SATIN FINISH CL-D (EXPOSED EXPOSED CEILINGS - FLAT BLACK DRY FOG UNI-GRIP ICI PAINTS, 925 EUCLID AVE, PO BOX 302, CLEVELAND, OH 44115 (888) 443-4351 CEILINGS) CL-5 (NOT USED) G_-F tUUii�FUUOP�.r�° rr: ern ,ri-. -rr n� r r,. "tt '10 .rr..,r - rar .r.- .-,r.. -.Y .5 (;- l 0- 6- P cko � 0.r 94.. 121: USG INTcRIOt? CCU. 95 3 39 or Par. f�i I r"o1 %- - - - 4 3F'IJ) COUNTERS / PL-I (PLASTIC NEVAMAR, 05-1-15T 'BURGUNDY' (TEXTURED) - COUNTERS NEVAMAR (800) 2b4-0118 ext. 1601 Susan Cameron CABINETRY LAMINATE) PL-2 (PLASTIC NEYAMAR, 'MR-6-IT GRAY MATRIX' (TEXTURED) - CABINETS NEVAMAR (800) 264-0118 ext. 7b07 Susan Cameron LAMINATE) PL-3 (PLASTIC NEVAMAR, 'MR-6-5T 'WINTER GRAY MATRIX' (TEXTURED) - CABINETS NEVAMAR (800) 264-0118 ext. 1601 Susan Cameron LAMINATE) 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com -------------------------- Design Development 10-31-03 - Pro9 ress Set 12- 03 03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 -- _ ZL -W_ _-_ F - - - - V J �J 7b_ --- - - = - a ---�----=. --_- Zi --------------- :protect no249004 drawn by: rjr checked by: sheet no.: FINISH SCHEDULES STRUCTURAL GENERAL NOTES 1 GENERAL a. All construction shall conform to the 2001 Florida Building Code. Reference to other standard specifications or codes shall mean the latest standard or code adopted and published. b. The structural general notes shall apply except where indicated otherwise on the drawings or in the specifications. A detail shown for one condition shall apply for all like or similar conditions even though not specifically indicated on the drawings. c. Verify all existing conditions, dimensions and elevations before starting work. Notify structural engineer in writing of any discrepancy. d. The contractor is solely responsible for the design, adequacy, and safety of erection bracing, shoring, temporary supports, and all other means, methods, techniques, sequences and procedures of construction. e. Coordinate structural contract documents with architectural, mechanical, electrical, plumbing, civil, and all other consultants. Notify structural engineer in writing of any conflict and/or omission. f. Coordinate and verify floor and roof opening sizes and locations with architectural, mechanical, plumbing and electrical drawings. For additional openings not shown on the structural drawings see architectural and mechanical drawings. g. Review of submittals and/or shop drawings by the structural engineer does not relieve the contractor of the responsibility to review and check shop drawings before submittal to the structural engineer. All submittals must be reviewed and stamped by the contractor prior to submission. The contractor remains solely responsible for errors and omissions associated with the preparation of shop drawings as they pertain to member sizes, details and dimensions specified in the contract documents. Do not begin fabrication until shop drawings are approved. 2 REINFORCED CONCRETE a. All concrete work shall conform to ACI 301-q6, Specifications for Structural Concrete for Buildings. Design is based on ACI 318-qq, Building Code Requirements for Reinforced Concrete. b. All concrete shall be normal weight 3000 psi compressive strength at 28 days unless noted otherwise. c. Concrete shall be placed at a slump of not less than 4' and not greater than 6". Concrete permanently exposed to weather shall contain between 4 and 6% entrained air by volume. d. The proposed materials and mix design shall be fully documented and submitted for review. Responsibility for obtaining the required design strength is the contractor's. e. Use of calcium chloride, chloride ions, or other salts in concrete is not permitted. f. Unless noted otherwise on the drawings, construction or control joints shall be provided in slabs on grade so that the maximum area between joints shall be 400 square feet and the length not more than twice the width. g. Unless noted otherwise on the drawings, construction or control joints shall be provided in elevated slabs on metal deck, including topping slabs, so that the maximum area between joints shall be 400 square feet and the length not more than twice the width. h. The location of construction joints shall be approved by the structural engineer. Construction joints shall be thoroughly roughened by mechanical means and cleaned, or prepared as indicated on the drawings. 1. Detail concrete reinforcement to conform with ACI SP-66 detailing manual. Submit shop drawings for approval, showing all fabrication dimensions and locations for placing concrete reinforcement and accessories. Do not begin fabrication until shop drawings are completed and reviewed. Detail all concrete walls and beams in elevation unless specifically approved otherwise. j. Reinforcing steel shall conform to ASTN A615, Grade 60 unless noted otherwise. k. \Welded wire fabric (mesh) shall conform to ASTM A185 and A82 and shall be provided in flat sheets (rolls not permitted.) Lop fabric a minimum of 6" at each splice. \VW shall be placed 1" below top of slab. I. Tie all reinforcing steel and embedments securely in place prior to placing concrete. Provide sufficient supports to maintain ,the position of reinforcement within specified tolerances during all construction activities. "Sticking" dowels, anchor bolts or other embedded items into wet concrete is not permitted. m. Provide comer bars at all comers and intersections of all footings, beams and walls. n. All reinforcing bars indicated as continuous shall have basic class "B" tension laps. o. All reinforcing steel placement shall be reviewed by a registered structural engineer, or by a representative responsible to him (Re: ACI 318, 1.3.1). p. Reinforcing steel shall have the following concrete cover unless noted otherwise: Concrete against earth (not formed): 3" Formed concrete exposed to earth or weather: #5 bars and smaller 1 1/2" q. Do not weld or tack weld reinforcing steel unless approved or directed by the structural engineer. 3 MA5alRY a. Concrete masonry design and construction shall conform to Building Code Requirements for Concrete Masonry Structures ACI 530-qq / A5CE 5-qq / TNS 402-qq and Specifications for Concrete Masonry Construction ACI 530.1-99 / ASCE 6-qq / TN3 602-qq. b. Load bearing masonry walls are designed in accordance with Chapters 1 and 2 of ACI 530. c. Concrete masonry units shall be light -weight hollow load bearing units ASTN C90 Grade N, Type II, f m of 1500 psi and a net strength of 2000 psi on net cross -sectional area of CMU determined in accordance with ASTN C140. d. Mortar shall comply with ASTM C270, Type M or 5. Standard mortar bed joint thickness shall be 3/8" and in no case shall exceed 5/8" thickness. e. Provide grout for reinforced masonry in accordance with ASTN C476 with minimum compressive strength of 2,500 psi unless noted otherwise. Pea gravel concrete with a minimum compressive strength of 3000 psi may be used in lieu of grout only with approval by the structural engineer of record. f. Lay masonry units in running bond unless noted otherwise. g. Provide ladder type horizontal joint reinforcement complying with ASTN A82, number q gage or heavier, zinc coated, placed 16 inches on center unless noted otherwise. Use prefabricated L's and T's at comers and intersections. Lap reinforcement 12 inches minimum. h. \vhere walls are to be grouted maximum height of lift shall be 5-0". For CNU walls 8" or wider the maximum height of pour sholl be 12'-0". For narrower walls the maximum height of pour shall be governed by 'Fable 7 of ACI 530.1. Consolidate grout in accordance with paragraph 3.5.E of ACI 530.1. \Walls greater than 5-0" in height must have inspection holes at the base of the wall. i. Lap vertical masonry wall reinforcing - See Schedule on Sheet 51.1. j. Vertical control joints shall be built into all masonry walls not retaining earth. Joints shall be located at three times the wall height but not farther apart than 50'-0" on center nor closer than 25'-0" on center or as indicated otherwise on the architectural drawings. k. Provide minimum 1 #5 vertical, grouted full height, at each side of openings and at all ends and comers of walls. I. Sides and tops of masonry wall panels shall be anchored to structure by dovetail anchors, metal straps, or equivalent unless noted otherwise. 4 STRU CTURAL STEEL a. Structural steel detailing, fabrication and erection shall be in accordance with the latest edition of the "Manual of Steel Construction" of the American Institute of Steel Construction. b. Submit shop drawings prepared in accordance with A13C Nanual "Detailing for Steel Construction", 1983. Do not begin fabrication until shop drawings are completed and reviewed. c. \Then specifically riot detailed on the design drawings, provide the following beam connections: 1. \Vhere beam reactions are shown, connections shall develop the reaction given. 2. When beam reactions are not shown, connections shall be designed to support one half the total uniform load capacity shown in the allowable uniform load tables, Part 2 of the AISC Manual, for the given beam, span, and grade of steel specified. 3. \Vhere reactions are subject to eccentricity, such eccentricity shall be taken into account. d. Structural steel shall conform to A5TN A9g2 for wide flange shapes and A57M A36 for angles, plates and channels. Cold formed, welded and seamless carbon steel structural tubing in rounds and shapes shall conform to ASTN A500, Grade B. e. Steel pipe shall conform to ASTN A53, Type E or S, Grade B. f. All connections, except those indicated on the drawings as welded shall be make using 3/4' diameter ASTN A325 bolts. Exclude threads from the shear plane. Bolted connections shall be assembled and inspected in accordance with the requirements of A13C "Specifications for Structural Joints Using ASTN A325 or ASTN A4gO Bolts." g. Anchor bolts shall conform to ASTN F1554, Grade 36 unless noted otherwise. h. Structural steel shop drawings shall give complete welding information using A\VS symbols. \Welding electrodes shall be type E70XX. Use prequalified welded joints as per A13C and A\WS D1.1, Structural \Welding Code. Use only certified welders; proof of certification shall be maintained and available at the job site. i. All bearing plate anchors shall conform to the drawings and be A36 steel or welded studs. Reinforcing bars shall not be used as anchors. j. Do not use gas cutting torches for correcting fabrication errors in the structural framing. k. Provide temporary bracing of structural framing until all permanent bracing, moment connections and floor and roof decks (diaphragms) are completely installed. 1. Paint structural steel in accordance with the project specifications. Do not paint steel surfaces to be encased in concrete or receive sprayed on fireproofing, connections designated as friction type, or surfaces to be welded. Steel surfaces receiving welded studs in the field shall not be painted. m. Provide an allowance of 57. of structural/miscellaneous steel to be fabricated and placed during progress of the work as may be directed by the structural engineer in addition to all steel indicated on the contract documents. Credit any unused quantity at the end of the project. 5 OPEN VEB STEEL JOISTS AND JOIST GIRDERS, STEEL DECKING a. Steel joists and joist girders shall be fabricated and erected in strict conformance with the latest edition of "Standard Specifications and Load Tables for Joists and Joist Girders," of the Steel Joist Institute (Sd). b. Provide bridging in accordance with 5JI recommendations. Add "X" bridging to the second bay at each end of each run of horizontal bridging, and every sixth bay in between. Provide one continuous run of "X" bridging near mid -span where 4 or more rows of bridging are required. c. Design joists for a net uplift per Joist Uplift Diagram. d. Install bridging immediately after erection and permanent fastening of joists. Install bridging before construction loads are applied to joists. Permanently attach lines of bridging to walls or beams where bridging terminates. Weld bridging to joists. e. Contractor shall coordinate joist spacing with mechanical requirements. The average space between any three joists shall not be greater than that shown on the drawings . Roof joists shall not be spaced farther than 5-0" apart. f. Provide double joists under masonry walls parallel to joist framing for masonry wall on steel framed floors. g. Unless noted otherwise, provide double joists under all mechanical equipment supported by the roof. h. Fabrication and erection of steel decking shall conform to the latest edition of the Steel Deck Institute Design Manual for Composite Decks, Form Decks and Roof Decks as applicable to the project. i. See drawings for steel deck type and gage. j. Unless rioted otherwise, all steel decking shall have a galvanized coating conforming to ASTN A325, G60. k. Do not permit erection of decking until joists are braced, bridged and permanently fastened. I. Steel decking shall be erected in strict compliance with the manufacturer's recommendations. 6 STEEL STAIRS a. 5ubrnit shop drawings for fabrication and erection of stair work. Include plans, elevations, sections and details for complete fabrication of the stair. Show anchorage and accessory items to structure. Such stair shop drawings shall bear the seal and signature of a Professional Engineer registered in the State of Florida. b. Steel stair fabricator/designer is responsible for the lateral stability of all stairs. Any attachment to structure for such lateral stability must be verified with the Engineer of Record. c. All stairs indicated on drawings are to be made of steel stringers and steel pans filled with concrete. All of the stair components must be designed for 100 psf live load in addition to the dead load. d. Submit design calculations for the stairs with the shop drawings, calculations shall bear the seal and signature of a Professional Engineer registered in the State of Florida. e. Stair structure braces the masonry wall in the two story area - see detail 8/53.3 for more information. 7 COLD FORMED METAL FRAMING a. All studs, runner track, and associated accessories shall be of type, thickness (gage) and spacing as indicated on the drawings or as recommended by the manufacturer for the indicated application. b. Material used for all studs, joists, etc., shall be hot dip galvanized steel ASTN A446 with a minimum yield strength of 33,000 psi for all 33-mil (20 gage) and 43-mil (18 gage) members and 50,000 psi for all 54-mil (16 gage), 68-mil (14 gage) and q7-mil (12 gage) members. c. All screws shall be a minimum of 3-12 type, cadmium or zinc coated. d. Installation shall be in accordance with manufacturer's written or published recommendations. e. Do not cut framing to install plumbing or wiring without reinforcing the member to provide a member of equal or greater strength than before cutting. f. Provide lateral bracing at 36" on center maximum in stud walls immediately after erection. Bracing shall consist of 1 1/2" cold -rolled channels inserted through stud web holes and screw attached or welded to each stud using 1 1/2" x 2" 54-mil (16 gage) clip angles. Length of clip angles shall be stud width less 1/4". g. All framing shall meet all applicable building codes as a minimum. h. All studs and joists to be of Unimost 5162 style or equivalent. 8 FOUNDATION AND SLAB- ON- GRADE a. The design of foundations, retaining walls and slab on grade is based on the criteria established in the geotechnical report by Professional Engineering Consultants dated December 17, 2003. b. If after excavation, the condition of the soil indicates a safe bearing capacity less than that stated in the geotechnical report, the architect shall be notified and the footings revised if necessary. Column footings and wall footings shall be poured monolithically with adjacent footings at the some elevations. All footings shall bear on original undisturbed soil where possible. Coordinate top of footing elevations with plumbing requirements. All fill within 10'-0" of the building limit shall be compacted to �fl55tondard Proctor. Maximum uncompacted lift is 6 inches. c. If any interference appears between existing foundation and specified design, the architect shall be notified and design shall be revised as required. d. Geotechnical engineer shall verify condition and/or adequacy of all subgrades, fills, and backfills before placement of foundations, footings, slabs, walls, etc. e. Owner shall commission a geotechnical exploration of the site and provide a copy of the geotechnical engineer's report to the structural engineer. The geotechnical report shall conform to section 1803 of the 2001 Florida Building Code. The structural engineer shall be notified for enough in advance of the start of construction to design and draw all necessary changes to the foundation and slab design which are required due to one, or any of the following: insufficient soil bearing capacity, presence of expansive soils or high water table, potential for large settlements, or in response to any other recommendations provided by the geotechnical engineer. f. All organic soils should be removed and replaced with clean, compacted structural fill. Place fill soils in maximum 6" (loose) lifts at moisture contents as described in the geotechnical report. Field density tests shall be made as described in the geotechnical report to verify adequate compaction and to verify the design bearing pressure. g. Sides of foundations shall be formed unless conditions permit earth forming, Foundations poured against the earth require the following precautions: slope sides of excavations as approved by geotechnical engineer and clean up sloughing before and during concrete placement. h. Mhere footing steps are necessary they shall be no steeper than one vertical to two horizontal. I. Backfill against walls shall be deposited evenly against both sides of the wall until the lower finished grade is reached. q DESIGN LOADS a. Live Loads Roof: 20 psf live Load floors: Components and Cladding Lobbies 100 psf / 80 psf Second Floor Design Wind Pressures Corridor 100 psf Office 50 psf + 20 Partition Load Garages 100 psf Storage/Parts 125 psf Meeting & Break Rooms 100 psf b. Wind loads Basic Wind Speed: 110 mph Wind Load Importance Factor. 1.0 \\And Exposure: B Components & Gadding - See Table c. Seismic loads Seismic Loading Not Required d. Snow Loads Ground Snow Load Not Required 9 BB BA b lb 91 '1 b I 03 TYP O 0 o 15 - 0' 1" EXPANSION -1 r ----A JOINT Ln T_ - - I I (2-) (-2) r' i I 1 r r ------------� L-- 0 O 0 1" EXPANSION JOINT 0 A B C D 1 10 10.0 -21.8 1 20 10.0 - 21.2 1 50 10.0 - 20.5 1 160 10. 0 -19. 9 2 10 10.0 - 36.5 2 20 10.0 - 32.6 2 50 10.0 - 27.5 2 100 10.0 - 28.1 3 10 10.0 - 55.0 3 20 1-0. 0 - 45. 5 3 50 10.0 - 33.1 3 100 10.0 - 23.6 4 10 21.8 - 23.6 4 20 20.8 - 22.6 4 50 1q. 5 - 21.3 :J 4 100 18.5 - 20. 4 d 5 10 21.8 - 2q.1 5 20 20.8 - 27.2 5 50 19.5 - 24.6 5 1 1001 18.5 COLUMN A : ZONE PER FIGURE 1606.2(c) IN THE 2001 FLORIDA BUILDING CODE. COLUMN B EFFECTIVE \WIND AREA IN SQUARE FEET COLUMN C MAXIMUM POSITIVE PRESSURE IN POUNDS PER SQUARE FOOT COLUMN D : MAXIMUM NEGATIVE PRESSURE IN POUNDS PER SQUARE FOOT D 4 9 78 2b 02 OIg4- I TYP - 15'-0", `3 JOIST WIND UPLIFT DIAGRAM NOTE: (� - NET UPLIFT 18 psf 2 - NET UPLIFT 24 psf Q - NET UPLIFT 37 psf MASONRY VERTICAL REINFORCEMENT LAP LENGTHS BAR SIZE 8" CMU 12" CMU #4 26" 25" #5 35" 33" #6 55" 52" #7 - 61" #8 - 72" COLUMN SCHEDULE MARK SIZE C1 'H35 4x4x1/4 C2 H35 443/8 C3 H35 5x5x1/4 C4 H35 6x6x1/4 C5 HSS 6x6x5/16 C6 HSS 6x6x3/8 C7 H35 8x8x1/4 C8 HSS 8x8x5/16 Cq HSS 1Ox1Ox5/16 C10 \W1461 C11 \W14x5.3 C12 HSS 1Ox1Ox3/8 NOTE_• SEE 33.3 FOR BASE PLATE AND ANCHOR ROD INFORMATION FOOTING S CHEDU I E MARK SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT F3 S-0" x S-0" x 1'-4' 3 #5 EACH \WAY 3 #5 EACH WAY F4 4'-0" x 4'-0" x 1'-4' 5 95 EACH \WAY 5 05 EACH \WAY F4.5 4'-6" x 4'-6" x 1'-4' 5 #5 EACH \WAY 5 95 EACH WAY F5.5 5-6" x 5'-6" x 1'-4' 6 #5 EACH \WAY 6 85 EACH WAY F6 6'-0" x 6-0" x 1'-4' 7 #5 EACH \WAY 7 #5 EACH \WAY F7 7'-0" x 7'-0" x 1'-4' 8 95 EACH \WAY 8 #5 EACH WAY F7.5 7- 6" x 7- 5" x 1'-6" 8 #5 EACH \WAY 8 #5 EACH \WAY F8 8-0" x 8'-0" x 1'-4' 8 86 EACH \WAY 8 #6 EACH WAY F8A 8'-0" x 8'-0" x 2'-0" q #6 EACH \WAY q #6 EACH \WAY Fq q'-0" x q'-0" x 2'-3" 10 86 EACH \WAY 10 #6 EACH \WAY F10 10'-0" x 10'-0" x 2'-3" 10 96 EACH \WAY 10 #6 EACH \\/AY NOTE: FOUNDATIONS DESIGNED FOR A SAFE BEARING CAPACITY OF 3000 PSF PER GEOTECi1NICAL REPORT BY PSI CONSULTANTS DATED DECEMBER 17, 2003, ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: PO 0) 908-9908 Fax: 908--9919 PEC JOB NO. 03485 LINTEL SCHEDULE FOR LOAD DEARIN G MA30NRY WALL MASONRY OPENING 8 NON' LINTEL SIZE REINFORCEMENT 12" NON. LINTEL SIZE REINFORCEMENT UP TO 3'-4' Wx8" 1 95 12"x8" 2 95 3'- 5" TO 6'- 8" 8" x16" 1 46 12" x16" 2 #6 6'-q" TO 10'-0" 8"x24" 2 96 12"x24" 2 97 NOTE.. 1. PROVIDE 1'-4' MIN. BEARING AT EACH END. 2 FILL (2) CELLS w/ GROUT FROM BEARING TO FOUNDA-IO ON EACH END OF BEARING. PROVIDE REINFORCING SAME AS THE WALL RINFORCEMENT IN CELLS w/ MATCHING DOWELS TO FOUNDATION. A PROVIDE (2) VERTICAL BARS CONT. w/ MATCHING DO\VELS ON EACH SIDE OF BEARING FOR OPENINGS UP TO 6'-8". SIZE OF VERTICAL BAR TO MATCH \WALL REINFORCING. 4. PROVIDE (2) VERTICAL BARS CONT. w. MATCHING DOWELS ON EACH SIDE OF BEARING FOR OPENINGS UP TO 10'-0". SIZE OF VERTICAL BAR TO MATCH \WALL REINFORCING. 5. PROPERLY DESIGNED PRE -CAST LINTELS NAY BE SUBSTITUTED IN LIEU OF CAST IN PLACE LINTELS. 6. SEE PLAN FOR STEEL BEAN LINTELS FOR OPENINGS LARGER THAN 10'-0". PROVIDE 1'-0" MINIMUM BEARING AT EACH END w/ 7x l'-4' BEARING PLATE. FIELD WELD BEAN BOTTOM FLANGE TO BEARING PLATE w/ 3/16" FILLET WELD (4' MINIMUM EACH SIDE). PROVIDE (2) VERTICAL BARS CONTINUOUS w/ HATCHING DOWELS, ON EACH SIDE OF BEARING AND (2) CONTINUOUS ON EACH SIDE. 2 I 9 I I I 69 I 9A - 36/7 3 - 5L 0 36/7 3 - 36/4 3Ln - SL 36/7 3 - SL - - - -{ - o I TYP 20'- 0' _ _ I 36/7 3 - SL TYP TYP 0 20 - 0" 20' - 0" T'(P TYP IOz ® I I I 20'-o'1T_ _(�20'-0'1 O p IC� cI Ff 11 I (n A O r� I 36/ 4 3- I SL I I 36/ 4 3- SL I I I I I I E1 I I ro I I r Q0 � I� r7 �7 0 �7 j ® ID O118 I I I I I I I I I I L---J 1------1 i-_--I _O 36/7 3 - SL 36/7 3 - 5L L I -1 _CD 2 0 F 36/7 3 ,_ 36/7 3 - SL F_ - - -1 36/7 3 - 5L 36/7 3 - SL DECK FASTENING DIAGRAM NOTE: X-SL INDICATES NUMBER OF 910 TEK SCREW 51DELAP FASTENERS PER SPAN INDICATES PATTERN FOR 912 TEK SCRE\WS INDICATES PATTERN FOR 912 TEK SCREWS 0 t hi U 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com V co r \ a rs-i 4 yy iJX COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c@ 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 rajec -- drawn by: BPC checked by: BP sheet no.: how STRUCTURAL GENERAL NOTES & SCHEDULES 5 T 3.9 T 2.8 2.7 2.6 2.5 2.4 2.3 2.1 i FOUNDATION PLAN 1/8" = 1'-0" TYPICAL EXTERIOR 12" LOAD DEARING CMU \\/ALL (1' m = 1500 psi) w/ #8 © 40" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE #9 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 4 98 IN FULLY GROUTED CELLS \VITH MATCHING DO\VEL5 AT WALL CORNERS AND INTERSECTION5. PROVIDE 'U' OLOCK DOND DEAN w/ 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF \\/ALL, AT JOIST DEARING, AND AT 14'-0" AFF. \/2 ,FYPICAL EXTERIOR 8" LOAD DEARING CNU \\/ALL (t'm = 1500 psi) w/ 96 © 40" VERTICALS w/ MATCHING DO\VELS IN FULLY GROUTED CELLS. PROVIDE #`-I GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 96 IN FULLY GROUTED CELLS \VITH MATCHING DO\VELS AT WALL CORNER5 AND INTERSECTIONS. PROVIDE 'U' BLOCK DOND DEAN w/ 2 #5 CONT. IN FULLY GROUTED CELLS AT "FOP OF \NAIL, AT JOIST- DEARING, AND AT 12'-0" AFF. d3 TYPICAL INTERIOR 8" LOAD DEARING CMU \\/ALL (f m = 1500 psi) w/ #5 Q 40" VERTICALS w/ MATCHING DO\VEL5 IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 #5 IN FULLY GROUTED CELLS WITH HATCHING DOWELS AT \\/ALL CORNERS AND INTER5ECTION3. PROVIDE 'U' ULOCK DOND DEAN w/ 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST DEARING, AND AT 14'-0" AFF. J4-FYPICAL INTERIOR 8" NON —LOAD DEARING CNU WALL (I m = 1500 psi) w/ #4 © 48" VERTICAL5 w/ MATCHING DO\VEL.5 IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE: 3 94 IN FULLY GROUTED CELLS WITH MATCHING DO\VELS AT WALL CORNERS AND INTERSECTIONS. PROVIDE 'U' DLOCK DOND BEAN w/ 2 #5 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST DEARING, AND AT 12'—O" AFF. \\/5 LIGHT GAUGE METAL STUD \\/ALL: 6003162-54 @ 12" OR 16" o/c (6"-16 GA) MAXIMUM UNDRACED LENGTH = 14'-0". CJ: CONTROL OR CONSTRUCTION JOINT. 2 1 1 1,Z"? 3 " l=IMF-MM, -ems ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770� 908-9919 PEC JOB NO. 03485 tjffi� - VJL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com y��3aa�ai®a �r ,Y jai e 'fit COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP 13 PROHIBITED. o 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 =P_rq n_mQ04 drawn by: BPC checked by: BP sheet no.: e e FOUNDATION PLAN 9 8.8 8.4 1.5 I 383' - 2" 81,-0" �.� 34'-8" I I , 134'-0„ 26'-0" 29'-0" 26'-0" 30'-0" 4'-8" 42'-8" 9 _O" I 13'-5" � 22'-7" � 20'-0" 20'-0" 11 4 S3.1 T`Y'• 53.1 vv7 MATC[I LINE - - - - - - 13 I I I I I I c I I � I I I I 1 EXPANSION JOINT I T I I _ 1 1 _ _. ____ __------- I----___-i------------------i--- ---1-----__ ___-_ - L --- ---I----------r--------------------------------------- --------_._I_--I----- --, II - - - - - - - - - - - - - - - ----------- --- i '� i ------ - --- --------------- --- � = ----- -- - -� F _ - I I I I I I I i\ I I L-- ---J I I L----.._-.._.� L------� . L- I - --€ -J L--------J I I I I L------J 4 1 I I F- I I I I 1 i I I I I I I I I I I I I I - I j �tivti I I I I I I -4 - F � n V� 1 I 1 I I I I I I I 5 1 I I I ,. I I I I I' 1 53.1 L--- ---a I LT r� I 1 I I I I I I i I I I I I I I I I I 1 I I I I I I I I I I _ 1 I I I I I I I 1 o 1 1 ING CATES FOO N G MARK - SEE 11 I I I SCHEDULE ON JHEET 33.1 I I I I I 53.2 I I INDICATES COLD I ( I 1 �° SCHEDULE 01 I'HET 53.1 I I I L - - -- - - - - - �_� --------------, ,---- ---------------- --�----------- ----1 I - -� r--- I 15 I °I I I I I I i -1 �;_I� \�4 - -1v1 I / I 53.1 I I I 1 I I I- I I ��-------- I T//�Ii L_ r I�'�ri-------------- \ �41 -- ---1 i i - 0 I I I I I I I I I 15 1 1 � �� \V6 I \\/4 I I I , 1 \\/4 III ---------- - - ----1- ----- I I1 6" THICK SLAB ON L------ --------- ______ _ _ _ _ - i PREPARED SUBGRADE OVER 4' I I II I I THICK AGGREGATE BASE I I a 1 i I i I I I I I 15 I L AND 6 NIL VAPOR BARRIER I ~f 1 I I I j \V4) S3.1 I I PROVIDE6x6 \d2.1x\J\uF2.1 \Vi `\' 1" BELO\V TOP OF SLAB I I I - I I I I I I r ---- 15 ----- --I j I I I I I L I - 1 1 h I I g 4 8 I l i �'1 S3.1 i;l nv1 I I S3.2 S3.1 S3. I I I I I I I I I 1 I i I J - ► I 1 4' THI CK SLAB ON PREPARED SUBGRADE OVER I ' I I ' I I I 4' THICK AGGREGATE BASE I I I ' I I, 1 AND 6 MIL VAPOR BARRIER I' 1 I INDGA PROVIDE 6x6 \\/1.4x\\/1.4 \V\VF I I I 1 1" BELO\V TOP OF SLAB I I I 1 1�1 I I E- I u- N N \\/3 I I I I I I 1 I I I I I I I I I I I I I I I I h I 8 ro I I I I I I I; I Q TYP. I- i � I i t I I I I 5 TYP 53.1 I I 6" THICK SLAB PREPARED SUBGRADE OVER �10 - - - - - - 4' THICK AGGREGAfEI BASE I 17 - - - - - - - - - - - - - - - - PORR�J 53.2 o PROD 6 NIL DE 6x6 VV2. /F II1II� 53.1 t_ o �It 1 BELO\V TOP OF SLAB 1 _______ ___ _ _ _ __----__------ `- -_�-_ \V1 \ I I I ------------------------------------------------------- - - - _ - -�------�- __ ------ I- ------- --- _ I - �� i / i---------------------- i I ---------- ------------------------ ---------- /-------------------------------------------------------------------I I----------------------------- 1" EXPANSION JOINT I I I I I I I N -�- I / ► I I FOUNDATION PLAN 15 I/ 6 1 I I I I \\/2 S3.1 1 - - - I �_I I I I I � I lil I I ICI I 1 I 11 1/8, = 1- 0" S3.1 TYPICAL EXTERIOR 12" LOAD BEARING CMU \VALE (f m = 1500 psi) w/ 88 ©40" VERTICALS w/ MATCHING DOWELS 4 1 I IN FULLY GROUTED CELLS. PROVIDE #9 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 4 98 IN 1/I CJ �V2 I 1 S3.1 I FULLY GROUTED CELLS MTN MATCHING M\\/EL !3 AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND L, "' PROVIDE 2 #6 IN I I I BEAM w/ 2 #5 COI`IT. IN FULLY GROUTED GELS AT TOP OF \VALL, AT JOIST BEARING, AND AT 14'-0" AFF. \ GROUTED COLS ��r/ I I I i -- ►,-- - - - - --------------------- ------------ I 1 NACTHING DO\vELS AT / / I O TYPICAL EXTERIOR 8" LOAD BEARING CNU \VALE f'rn 1500 psi) w #6 Cu) 40" VERTICALS w MATCHING DOWELS IN �� �� GATE JAMB / I I II I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --------------- \\/2 ( _ P) / / - / ( 1 i _ _ _� ; FULLY GROUTED CELLS. PROVIDE #`I GA HORIZONTAL_ REINFORCEMENT 1.6" o/c VERTICALLY. PROVIDE 3 #6 IN FULLY '-------- -- I % /, I 56'-0" GROUTED CELLS \ATH MATCHING DO\VELS AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAM w/ \ // / / I I - - " - - _ - - - - - - - - - - - - - - - J 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT J01 ST BEARING, AND AT 12' - 0" AFF. �� / I ; \\/2 TYPICAL INTERIOR 8" LOAD BEARING CMU WALL(f'm = 1500 psi) w/ #5 (9 40" VERTICALS w/ MATCHING DOWELS ���// I ' 53.1 IN FUI! Y GROUTED CELLS. PROVIDE #9 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 #5 IN �// / I - - - - - - - \\/� LIGHT GAUGE METAL STUD \\/AL 8005162-54 @ 16" o/c (8"-16 GA) MAXIMUM UNBRACED LENGTH = 14'=0". �I I FULLY GROUTr CELLS \VITH MATCHING DOWELS AT WALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND �� / \\/2 1 I Ti II( LIGHT GAUGE METAL STUD \\/ALL: 8003162-54 @ 12" o/c (8"-16 GA) MAXIMUM UNBRACED LENGTH = 14' 0". DEAN w/ 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF \\/AL, AT JOIar BEARING, AND AT 14'-0" AFF. 52.3 `\�� � // I 1 3TE NOTES: I I I SEE \/4 TYPICAL INTERIOR 8" NON -LOAD BEARING CMU \\/ALL (f rn = 1500 psi) w/ #4 (0 48" VERTICALS w/ MATCHING // I L _ _ _ L _t FOUNDATIONS AND COLUMNS ON LINE (B) BET\VELTI (8) & (9) ARE DESIGNED FORA 80'-0" \VIDE BAY. DOWELS IN FULLY GROUTED CELLS. PROVIDE #9 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 FOUNDATIONS AND COLUMNS ON NNE (9) BET\\/EEN (G.2) & (B) ARE DESIGNED FOR A 80'-0" \vLr FUTUTE BAY. 94 IN FULLY GROUTED CELLS \VITH MATCHING DOM11_5 AT \\/ALL. CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK 52.1 L ----------- TOP OF COLUMN FOOTING AT MASONRY \\/ALL IS -1'-4' BELO\V FINISHED FLOOR. BOND BEAM w/ 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 12'-0" AFF. \\/� CJ: CONTROL OR CONSTRUCTION JOINT. \/5 LIGHT GAUGE METAL STUD \VAL.L 6003162-54 © 12" OR 16" o/c (6"-16 GA) MAXIMUM UN13RACED LENGTH = 14'-0". ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE FUCKER, GEORGIA 30084 Ph: (770) 908-9908 Fax: (770) 908-9919 PEC JOB NO. 03485 A KE� G E.3 E.5 Ulu z e ji in .9-ral'i" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com �Av,,dJc7719°r� L a�"I® °�asra9giry���a COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW, THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 drawn by: _ BPC checked by: - BP sheet no.: FOUNDATION PLAN FFOUNDaTION PLAN 1/8" = 1'-0" \V1 TYPICAL EXTERIOR 12" LOAD BEARING CMU \,/ALL (I'm = 1500 psi) w/ 98 @ 40" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 4 H8 IN FULLY GROUTED CELLS WITH MATCHING DOWELS AT \\JAL. CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAM w/ 2 H5 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 14'-O" AFF. \/2 TYPICAL EXTERIOR 8" LOAD BEARING CMU \\/ALL (f m = 1500 psi) w/ H6 @ 40" VERTICALS w/ MATCHING DO\vEL5 IN FULLY GROUTED CELLS. PROVIDE H9 GA HORIZONTAL REINFORCENEI`IT 16" o/c VERTICALLY. PROVIDE 3 H6 IN FULLY GROUTED CELLS WITH MATCHING DO\VELS AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAM w/ 2 H5 CONT. IN FULLY GROUTED CELLS AT TOP OF \/ALL, AT JOIST BEARING, AND AT 12'-0" AFF. \\/3 TYPICAL INTERIOR 8" LOAD BEARING CNU \VALL (f m = 1500 psi) w/ 45 @ 40" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 H5 IN FULLY GROUTED CELLS WITH MATCHING DO\VELS AT WALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND DEAN w/ 2 H5 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 14'-0" AFF. 24 TYPICAL INTERIOR 8" NON -LOAD BEARING CNU \\/ALL (f m = 1500 psi) w/ H4 @ 48" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE Hq GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 H4 IN FULLY GROUTED CELLS MTH MATCHING DOWELS AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAN w/ 2 95 CONT. IN FULLY GROUTED CELLS AT TOP OF \\/All, AT JOIST BEARING, AND AT 12'-0" AFF. \V5 UGHT GAUGE METAL STUD WALL: 6003162-54 @ 12" OR 16" o/c (6"-16 GA) MAXIMUM UNBRACED LENGTH = 14'-0". CJ: CONTROL OR CONSTRUCTION JOINT. 0 cV c I r4 30' - O" 12 53. 6" THI CK SLAB ON PREPARED SU GRADE OVER 4" THICK AGGREGATE BASE AND 6 MIL VAPOR BARRIER PROVIDE 6x6 \ 2.1x\\/2.1 \VWF 1" BELO\\/ TOP OF SLAB CJ -1.0 111.5 4'-T 11� 14 53. J. L' �1 A H UN I o- F^vo F^Q) �---- ----� I---- --- I I I I --- ----I-- - ---I L__r_ _-._J -� L--_----J E-1 ffOil 1 ENGINEERING COMPANY 3581 1-IABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084. Ph: 770 908-9908 Fax:770� 908-9919 PEC JOB NO. 03485 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) Www.zennerg roup.com %a�0���9V9y,ty�yai 41 �^;yV O ^ � y �110;jevea^rm7O COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. [�2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 pEgfc€Ft 248004 drawn by: BPC checked by: BP sheet no.: FOUNDATION PLAN 0'-11q'—q 1/220'-1 1/2, - I 20-10„ _I - ROOF FRAMIN G 1/8" = 1' — 0" 1. JOIST 5PACING NOT TO EXC= 5-0". 2. BRIDGING SIHO\VN FOR INFORMATIONAL PURPOSE ONLY. J015T MANUFACTURER TO DESIGN BRIDGING FOR \\AND UPLIFT FORCES 5N0\VN ON "MND UPLIFT DIAGRAM" ON 5NEf F 51.1. ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB GALVANIZED DECK. 5EE "DECK FASTENING PLAN" ON SHEET 51.1. INLCATE5 BEAM DOTTOM FLANGE BRACING 5EE DETAIL 12/53.7. nr INDICATES 5" JOIST SEAT. T/S INDICATES J015T BEARING ELEVATION 1-YP. v�i T = HATCHED \\/ALL INDICATES LOAD BEARING CMU \VALL, F Pam:: mm ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908--9908 Fax: 770) 908-9919 PEC JOB NO, 03485 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _2 sSr.i; �BB dam, y✓9,,®yyjj °r° � ++"�a{,'� �.` COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 a E :peIee _rt 7— -004 drawn by: BPC checked by: BP sheet no.: SHOWROOM & SECOND FLOOR ROOF FRAMING PLAN 14 0 :s ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 8.4 T PEC JOB NO. 0,5485 383' - 2" 34'-8" ( ( 134'-0„ I I 26'-0" 29'-0" 26'-0" 30'-0" 4'-8" 42'-8" q'-0" IS-5' 22'-7" 20'-0" 20'-0" X° 18K4 11 Q0 ccn 28K7 24K7 c° I Q N � t17 x LO 18K4 - - _ _ 28K7 _ _ _ 24K7 18K4 15 2 - - - - - 2 13 28K7 -1-MATCH - I I /� T CI IH LINE - - 24K7I- S3.5 T 5 = +19'-6" S3.5 53.6 T/S = 1q -8 1/2„ 14 \V24x55 \V24x55 \V24x55 SIH \V14x53 (LO\\/) SIH S3.5 J- \V24x55 1' EXPANSION JOINT \V18x40 \\/14x46 \V 4; � /-mil/' " ! J - - - - - 44LH10 - - - - - - - - 44Lt f10 - - - 24K7 - - - - 24K7 - T/S = i 26'-5 3/4" - - 13 I HI Grf 53.5 44LH10 - - - - - - - 44LH10 - - - 24K7 - - - - 24K7 - - SLOPE SLOPE r SLOPE II I " c\j 1/4/FT 1/4/FT /4/�00 `� 'oNo 444LH10 24K7 24K7 0 o - 44L-H10 - - - - - - _ 44LHIO - I I / - 24K7 - - - - 24K7 - ~ � �- - - - - b44LH10 S3.5 44LHIO II J.m 24K7 24K7 - TYP @ COLUNN- (_ LOCATIONS)00 44LH10 44LH10 I I�„ 24K7 I 24K7 S3.5 o- RTU-8 - _ - 44LHIO o - - - - - - 441-H10 - _ - 24K7 _ (1.38 KIPS) - - 24K7 RTU-14 0 RTU-12 _ - ® a (2..� lops) 44LH10 (2.5 kip) _ N 00 44LH10 24K / - - � - - 24K7 - - - - LO 44LHIO - - - - - - 44LH10 - II - 24K7 - - `� - - 24K7 - - - IILTTII!7/1UtllllLrT /L!- /�/�rr�Trr/rr /cc�i Trr�Tl �rcc�irc�� �rr��cc�Tcc�rl T �r�r� - - - - - - - - 44LH10 - - - - - - - ----- 44LH10- 12K3 12K3 10 24K7 44LH10 44LHIO II 12K3 12K3 'S 24K7 - � - RTU-10 X- 211-50 (0.8- - - - - - -44LHIO - - - - - - - - 44LHIO- -, 12K3- - �c 24K7 LLJ - I ! 12K,3 SLOPE - / �/ 1� 4 FT 44LH10 44LHIO- 12K3 12K3- - - 24K7 - - N - I I 12K3 12K3 _ 24K7 - -44L HIO - - - - - - - - 44LHIO - _ - - - - - RTU- 9 - - / (0.9 kips) - o D1 _ 12K� 1 3 24K7 - _ - - --44LH10 - - - - - - - 44H10 12K3 r 1r K3 °cv° 24K7 - - _ _ - - __ _44LHIO �t - - - - - - - - 44L H10 - - 1 16 �- - - - - - - - T 33.5 I _ J DRG = v I _ _ _ TYP CO LU 12K3 12K3 24K7 ° - - - 44LH10 23' - 4" - - - - - 44LH10 (4. LOCATION J I - It- - - - -- -- -- -- -- 12K3 �' 113 - - 24K7 - _ - I-�-44LHIO - - - - - - - - 44LH10 - - r' 12K3 ! S3.5 1 K,3 - - 24K7 - - - 44LH10 44LH10 - - - - - - - - - - - - J BRG 21'-q" _ 12K3 22'-2"12K3 0 4 7 1TX - - - - - - - - 4410-- I I �J z J�BRGi 21-6 1 2 � 24K-7 -44LH10 44LHIO - _ I S3d.5 - - - - / - - - - - - JA R G = - - 2 '-4„ I°I 12K3 1' K3 24K7 44L1110 - - - - - - - - - - - T, , 44-HIO RTU-13- - - - o - - - - R ,�,<i - - o / J/DRG (1.5 kips) � I I 12K3 1 K3- I 28 -6 1 4 44L.H10 _ - - - - 24KZ - - - - - ---- � - - - - i - - - - - - - - 44LH10 - - jam, / I I I �' 12K3 -CIO - - - - - - - 44LH10 - - � . -V - 113 - - 24K7 SLOPE SLOPE SLOPE 44LHIO- 44L110 12K3 12K3 - - 24K7- r r J 2BR 5.. S3. 6 441-1110 441,1110 / ** - 24K7 - - - 24K7 car 44LH106 44LHIO - _ 24K7 - _- - - - - 24K7 _ - - � N 5 S3.6 -� 181K3 ;�:� - - - - - - -- * 24K7 24K7 \V16x26 LINTEL (LO\\/) C12x20.7 J\\/16x26 LINTEL (LO\\/) 18K3 \V16x26 LINTEL (LO\N) J/BRG = BRG = 1" EXPANSION JOINT JBRG= 11'-8 1/2 10 53.6 18K3 1 `1 14 -10 1 2 r �� rr� r� r7 r� r� r� „ +16 - 0 1 S3.6 ROOF FRAMIN Gco 00 1. J015T SPACING NOT TO EXCEED 5-0". D3 S► OPE 3 2. BRIDGING SHOWN FOR INFORMATIONAL PURPOSE ONLY. JOIST MANUFACTURER TO DESIGN BRIDGING FOR WIND UPLIFT J/BRG = / FORCES SHOWN ON "MND UPLIFT DIAGRAM" ON SHEET 51A. 14'-10 1 2" S3.6 3. JOISTS @ CAR\\/ASH AREA TO DE PAINTED MTN RUST INHIBITIVE PAINT. J aRG = L-717� G12x20.7 4. BEANS ON LINE (B) BET\VEEN q & 8 ARE DESIGNED FOR A FUTURE 80'-0" \\/IDE BAY. 12'-3"5. �JQRG DEANS ON LINE (q) DET\VEEN B & G.2 ARE DESIGNED FOR A FUTURE 80'-0" \VICE BAY. 4 6. C = 8.Ok INDICATES ADDITIONAL AXIAL CONPRE35ION FORCE IN TOP CHORD OF GIRDER OR JOIST. 56'-0" S3.6 I r 10 -0 7. RTU-10 DENOTES LOCATION (±2'-0") OPERATING \\/EIGHT AND OVERALL 31ZE OF ROOF TOP (0.8 kips) MECHANICAL UNITS AND EQUIPMENT. IF NO WEIGHT 15 GIVEN, UNIT WEIGHS 200 Ibs OR LESS. FOR FRAMING DETAILS SEE 1/33.3 THRU 4/53.3. 8. CONCENTRATED, AXIAL, UNIT, LOADS FROM KICKERS AS INDICATED ON SECTIONS AND LINE LOADS INDICATED ON PLAN ARE NOT INCLUDED IN THE JOIST SIZE AND JOIST GIRDER LOAD DESIGNATION AND SHALL DE INCLUDED IN THE DESIGN. O ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERNEDIATE RID PAINTED DECK. SEE "DECK FASTENING PLAN" ON SHEET 51.1. D3 1 1/2" DEEP 22 GAGE INTTE NEDATE RIB GALVANIZED DECK - SEE "DECK FASTENING PLAN" ON SHEET 31.1. INDICATES BEAN 150-FFON FLANGE BRACING - SEE DETAIL 12/33.7. INDICATES 5' JOIST SEAT. T/S INDICATES JOIST DEARING ELEVATION TYP. HATCHED \\/ALL INDICATES LOAD DEARING CMU \VALE 0 I� z N r9 1BR G = - 7 1 4" 7 12 ""Inki-tin -ZUJLJLJLJLt, �1 141nil" JL U (.[j J - - IL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com 6-2a ���a�.�00Ai81107/y���oyJs �2 �•� r �a 00 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 02003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 Lec fl�k9Q04 drawn by: BPC checked by: BP sheet no.: T 25- 0" I I 24'- 0" I N 0 N 0 I N 5 N >] E r r MaEp ghaE MM I�r1� "2 . ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: (770) 908-9908 Fax: (770) 908-9919 PEC JOB NO. 03485 (0.(0 383' - 2" 5 T 3 134'-0" - I q'-0" 13'-5" 22'-7" 20'-0" 20'-0" 25-0" 24'-0" 12'-0" 3 T/S = +18'-5" �� I � I c� 53.E � T/S = +18'-5" ,� '(Low)HSS 10x 6x q/16 (LO\\/) T/TUBE _ +11 8 � H53 1Ux x �l/16 (LO\J� T/TUBE _ +11-8'-- HSS 10x 6x q/16 I(Low) "f/TUBE \\/14x22 W1422 16x26 \\/16xz \\/14x22 \\/14x22 N 28K7 240 3OK7 28K7 24K7 30K7 n � I LO ROD X-BRACE FR M 1 o �• o — — 28K7 — FLOOR TO ROOF — — 24K7 — — — — _ 30K7 — — o I I Cv N -+ 28K7 — — — 24K7 — — — — I— 300— rwn �T m 2 _ _ 28K7 24K7 30K7 2 3.5 w .-. w � — —. I ..- z o 28K I 0 24I�7 0 30K7 9 0 0 — — — — rQ — — - — — — — — — 0 � I � c� _ 28K7 24K7 30K7 — O I I O -iO � � I = 28K7 24K7 3OK7 `�' Ln Ln to X X — — 28K7 — — 24K7 — — — kTChJ 30K7 — — ' `n 15 S3.5 11 28K7 24K7 II 30K7 _ — — — — — — T/5 =-1-27'-6" (HIGH) T/S = 1q'-8 1/2" 14 T/S = +1`-1'-6" (LO\\/) EXPANSION JOINT S3.5 \\/9 41 \\/18x40 — — \\/14x46 - — _ _ \ 4x30 (HIG'rf) � \\/14x30 (HI,GH) `1 \\/14x30 (LO\V I \\/14x30 (LO\\/) HSSu ID 2 - / Rj- » f) 44LH10 — _ r _ 24K7 _ _ _ _ 24K7 _ T/S = +26'-5 3/4" _ _ _ _ 3OK8 _ _ J T ! 13 U �� V — v HI GH� U 1 V ROOF FRANIN G 1/8" = 1'-0" 1. JOIST SPACING NOT TO EXCEED 5-0". 2. BRIDGING SHOWN FOR INFORMATIONAL PURPOSE ONLY. JOIST MANUFACTURLfR TO DESIGN BRIDGING FOR \\/AND UPLIFT FORCES SHOWN ON "WIND UPLIFT DIAGRAM" ON SHEET 51.1. O ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB GALVANIZFD DECK. SEE "DECK FASTENING PLAN" ON SHEET 51.1. INDICATES BEAN BOTTOM FLANGE BRACING - SEE DETAIL 12/33.7. INDICATES 5" JOIST SEAT. T/S INDICATES JOIST BEARING ELEVATION TYP. HATCHED \VALL INDICATES LOAD BEARING CNU \\/ALL 34' - 8" 30'- 0" 00 0 �fl 18K5 — — — 18K5 I I \/24x55 , — — N 34 - 8 S3.5 18K5 l/S \\/18x35 II - — — 18K5 6" T 6" - - S3.7 ck] 18K5 18K5 L ------ --- 1� \J16x26 SIM — — — -- S3.7 18K5 �( _ _ _ _ 18K5 18K4 18K5 � — � 18K5 - — - � °��° 18K5 IV — — Ln — — II 18K5 1 \\/14x26 - I _ _ 18K4 D1 X o X ro 18K5 — — — — 18K5 cv 10 \ co N ro _4 18K5 — — — — 18K5 2.5V36 S3.7 w ire _ 18K4 _ N 18K5 — — — — 18K5 I \\/24x55 I `v 18K5 — — 18K5 0 to1 co 18K4 18K5 — — — — 18K5 S3.7 o 18K5 — — _ —_ 18K5 � c° I I °- o a 1 I 1� U i ro 18K4 18K5 (I _ III �j 18K5 — — - 18K5 11 — II uQi �j — — � 18K5 � -- Q- a- N - - - - I - X 18K4 co x 12K3 —_ —_ 18K5 c I — — — — O N O 2.5VS6 12K3 6 18K5 x r �` S3.7 `O r 18K4 18K5 1 } UN5 2.5VS6 oN OPEN @ 12K3 M K 14 2. 5VS6 v STAIR v 12K3 — — 18K5 — — — — � / — -- - - ROOF BRA IN G AT STAIR/ELEVATOR OPENING a \\/16x26 A22❑ \\/16x31 — 18K411711277 T 5'-8" '� 1/8" = 1'-0" 2 — — — — Fr2 7 S3.5 T _ +1q'-6" 33.5 S3.7 SIN \\/14x53 (Low) SIN SECOND FLOOR FRAMIN G D2 FLOOR DECK TO BE 1" 22 GA. GALVANIZED FORM DECK w/ 3" NORMAL WEIGHT CONCRETE AND 6x6 - \\/1.4x\\/1.4 \VW 1" BELO\\/ TOP OF SLAB (4" TOTAL SLAB AND DECK THICKNESS). 1. JOIST SPACING NOT TO EXCEED 2'-6" o/c. 2. REFERENCE FINISHED SECOND FLOOR ELEVATION = 14'-0" ABOVE FINISHED FIRST FLOOR SLAB ON GRAEE, TYPICAL JOIST BEARING ELEVATION AT SECOND FLOOR = 13'-5 1/2". FAI w A.4 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com i Ga"J di. iz Y COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER CROUP IS PROHIBITED. Qc 2003 THE ZENNER GROUP, lNC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 _drawn by: 13PC checked by: _ _ BP sheet no.: - 16;9-AIL; 0 E ��Vdf-Q'Iillr-KG.ueS -122!✓ FRAMING & SECOND FLOOR FRAMING PLAN ISOLATION JOINT I I SEE 2/ 33.1 x ;< _x_x U 4' MIN. COVER TO COLUMN & BASE PLATE All I .UMN - SEE SCI-fECULE 31.1 BASE PLATE & ANCHOR BOLTS - SEE SCHEWI F 51.1 1" NON- SHRINK GROUT LEVELING BED 0' 0" f�) ..-S" CLEAR I � FOO11NG - SEE 5CFIEDULE 31.1 NOTE: FOR SIZE AND REINFORCING SIZE OF ISOLATION POCKET MUST BE ADJUSTED TO HAVE ENOUGH CLEARANCE FOR BRACING MEMBER AND BRACED FRAME. SECTION TYPICAL INTERIOR COLUMN & FOOTING 1 1" = 1'-0" 53.1 1/2" PREMOLDED JOINT SEE 3/ 33.1 SEE 3/ 33.1 INTERIOR CONDITION EXTERIOR CONDITION SLAB OUTLINE OF BASE PLATE. SECTON A TYPICAL-ITIOI`8 \/ALL FOOTING 5 3/4" = 1'-0" 53.1 NOTE: PROVIDE 1" PREMOLCED JOINT RLLER AT EXPAN51ON JOINT LOCATION PAVING - SE 1 #4 CONT.--,,,, PAVING - SEE CIVIL U � I 94 SUPPORT BARS @ 48" o/c 1'-0„ 1'-6" STOREFRONT — SFE ARCHITECTURAL DRA\VING5 4' SLAB ON GRADE - SEE % PLAN AND GENERAL NOTES 3 #4 CONT. SECTION AT STOL TURNEDREFRONT T SLAB 3/4$ = 1'-0" 53.1 1 #4 CONT. CONCRETE SIDE\VAL K SEE CIVIL 0 z I � 84 SUPPORT BARS ® 48" o/c STOREFRONT - SEE /- ARCHITECTURAL DRA\VINGS 4' SLAB ON GRACE - SEE PLAN AND GENERAL NOTES ,1. 0'-0" .3 94 CONT. IfTAIL OF TYPICAL ISOLATION JOINT 2 SECTION CMUIC\/ALL FOOTING' 6 SECTION SLAB EDGE AT FRONT EN"PRANCE 10 NO SCALE 53.1 3/4' = 1'-0" 53.1 3/4" = 1'-0" 53.1 FILL JOINT \V/MASTIC z WHERE EXPOSED `l I1� 1/ v SA\V CUT CONTROL JOINT 3/4„ z n CONCRETE SLAB- ON- GRADE SEE PLAN AND GENERAL NOTES PAINT \ATH CURING COMPOUND BEFORE ADJACENT SLAB IS CAST CONSTRUCTION JOINT DUAIL TYPICAL SLAB ON GRADE JOINTS 3 NO SCALE 53.1 TRENCH GRATE: HEAVY WELD DENT PLATE 1/4' x 2" x 3 3/4" GALVANIZED STEEL 3 1/2", x 1/4" \�/ 1/2" DIAN. HEADED STUDS 24' o/c \V/ BEARING BARS 1 316" o/c 24„ & CROSS BARS 4" o/c #4 @ 12": VAR. SLAB- ON -GRADE SEE \V/ GENERAL NOTE 1 04 GONE. @CORNER 1� 2 4" PVC DUMBBELL \VATERSTOP o I U 21" \V/ 3 #4 CONT. 1' - - 0" 1' - U" ( LAP 18") 4—a . �- SE CT ON THROUGH TRENCH DRAIN 1/2" = 1'-0" 53,1 SLAB ON GRADE — SEE GENERAL NOTES 0' 0" o z �I 2 #4 CONT. SECTION TYPICAL TURN DOWN 7 3/4" = 1'-0" 53.1 TRENCH GRATE: HEAVY \VELD GALVANIZED STEEL 3 1/2" x 1/4" BEARING BARS 1 3/16" o/c & CROSS BARS 4" o/c SLAB- ON- GRADE SEE GENERAL NOTES 1 2 all #4 @ 12": 24' \V/ 3 #4 CONT. (LAP 18") SE CTI ON SLAB ON GRAZE - 1 #4 CONE. 8 Sff PLAN AND PAVING -_V GENERAL NOTES SEE CIVIL 0 z: 94 SUPPORT BARS @ 48" o/c 3 #4 CONT. SECTION TYPICAL TURN �� DOWN ATOVER11 3/4" - 1'-0" 53.1 \VINDO\�/ WALL SYSTEM C6x8.2 TOP OF CHANNEL C6x8.2 « 4'-0" o/c BENT PLATE 1/4' x 2" x 3 3/4' \V/ 1/2" DIAN. HEADED STUDS 24" o/c INFILL BET\VEEN CHANNELS \0T H 6"-16 GA, 0 24' o/c ^'` � ' 1/4 24" I 3/8"x8"x8" ENDED PLATE #4 © 12"; VAR. u 1 #4 CONE. \VITH (2) 1/20 x 6 LONG SLAB ON GRADE - SEE H- PLAN AND GENERAL NOTES \V/ 1 ..4 CONT. O CORNER rADED STUDS PAVING - SEE CIVIL A 0' 0" c z - I I 4 PVC DUMBBELL 0 -{ I \JATER5TOP I 94 SUPPORT BARS 3 #4 CONT. 1� © 48 o/c -0" 2'-0)' 1'-0" 1'-6" THROUGH FLOOR DRAIN 8 SECTION \BALL AT INTERNET 5ALE3 12 1/2" = 1'-0" 531 3/4" = 1'-0" S31 SLAB ON PLAN AND G 0'-0" .d-, 5� C- l ON TURNED I� DOWN SLAB AT SERVICE ri 3/4' = 1'-0" 53.1 6"-16 GA. STUDS 0 16" o/c (2) ROWS OF POWDER ACTUATE FA5TENER5 @ 12" o/c 6"-16 GA. CONT. TRACK MTH (1) 5-12 SCREW AT EACH FLANGE 1 #4 CONT. I SLAB ON GRADE - SEE PLAN AND GENERAL NOTES PAVING - SEE CIVIL _01-p" x x x :c ;c x x— �- - o z III I :- 4 #4 SUPPORT BARS ® 48" o/c 3 94 CONT. SECTION \JAL. AT SERVICE DRIVE 1=F` 3/4" = 1'-0" 53.1 SLAB ON GRADE - 5r� AND GENERAL NOTES 1=III-I I. 8" CNU WAIL - SEE PLAN FOR REINFOR CIN G SLAB ON GRADE — SEE �N AND GENERAL NOTES 11- 3 #4 CONT. #4 @ 24' S� CTl ON CfT1UrIA LLO�OOTBIN GRIN G rl STAIR STRINGER BY STAIR MANUFACTURER 3 „ 1 2 / L2 1/2x 2 1/2x 3/16 x 0'- 6" LONG \vITH (2) 1/2" O x 3 1/2" EMBEDNENT HILTI K\VIK BOLTS II I i— 1� —I I I77 - � 1 I 1'-61, I 3 94 LONG 94 10" o/c SHORT CENTER ON STRINGER 5ECT1ON THICKENED 5LAB AT STAIR STRINGER rl memo MROFT-Wow ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKF_ TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC JOB NO. 03485 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com �;:l��,aaas»,asP9J vi a rr�'09@@A9l9oa COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP; INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (c� 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11/03/03 PROGRESS SET 03/03/04 ft cANSTKx.ttor4 o3J22vo� drawn by: BCT/ATB checked by: BP sheet no.: 71 FOUNDATION SECTIONS & DETAILS VERIFY PIT DEPTH AND DINEN5ION5 \VITH ELEVATOR MANUFACTURER AND ARCHITECT 84 DOWELS @ 12" o/c 94 DOWD-5 x 36" AT 24'x24' (LAP 15" MIN.) REINFORCED CELLS 1r 5 - I III- III -I #4 @ 12" EACH WAY EACH FACE w/ MATCHING - DO\VELS & CORNER BARS a COORDINATE LOCATION OF 10 2" CLR. TO DO\/E►--S TYP. HYDRAULIC PISTON FOR ELEVATOR 1 1/2" CLR. TO DO\VEL5 _ () & VERTICALS • \,// ELEVATOR MANUFACTURER & V r1ERT1CAL5 �• WATERPROOFING PER ARCHITECTURAL & ELEVATOR MANUFACTURER DRA\VINGS • I I — OX CD ,� I• •I I SUMP PIT I �• �� I -� 3" CLR. #4 @ 12" EACH WAYI I AS REQUIRED I I I #4 @ 12" EACH WAY T� U.N.O. TOP &BOTTOM { — — — — I I I TOP & BOTTOM 8" NOTE: 1. SLOPE PIT 1/4' PER FOOT TOWARDS SUMP PIT 2. ADD 1 94 x 46" T&B ALL FOUR SIDES OF PLUNGER OPENING 3. INSTALL THRESHOLD ANGLE AT DOOR OPENING PER MANUFACTURER SECTION ELEVATOR PIT 1 3/4" = 1'-0" 53.2 SLAB ON GRADE - 8,. SEE GENERAL NOTES PAVING - 0'-0'> I SEE CIVIL x x x x x x`" I i —I I o z I � . 1 2 94 CONT. SECTION O�iEr�l-a'-LAD�D�OOr'ZS\4N AT 2 3/4" = 11-0" �53.2) 8" CMU BOND BEAM WITH 2 #4 CONT. 97 DO\VELS @ 24" o/c. LAP 48" \VITH VERTICALS. 6" CONCRETE SLAB FOR DUMP5TER PAD 8" CNU \/ALL WITH 95 @ 24' o/c IN GROUTED CELLS WITH 99 GA. REINFORCEMENT @ 16" o/c VERTI CALL.Y SEE PLAN FOR CNU \JAL SIZE AND REINFORCEMENT PAVING - Sri CIVIL —1 V -11" 5 94 CONT. TOP AND BOTTOM 4 - ° 94 @ 16" TOP AND BOTTOM 5E CT ON SCREEN \,/ALL AT SERVICE YARD 3 3/4' = 1'-0" 53.2 i I /H33 2 1/2 x 2 1/2 x 1/4 WITH 1/4' CAP PLATE i SLAB ON GRAD - SE GENERAL NOTES I ,m 0'-0" I 1, I I- 1 I 1 1'- 0" DIAMETER I CONCRETE FOOTING iv SECTION POSE- AT SALES AREA 4 1/4' PLYWOOD 3/4" PLYWOOD FASTEN 120OC137-54 @ 16" o/c \VTH TO JOISTS @ 12" o/c 0.145"0 POWDER AC"IUATED \VITH 8g SCREWS. FASTENERS @ 32" o/c 1'_1" SLAB ON GRADE SEE GENERAL NOTES -\ U 0" i I I PROVIDE 1200 C137- 54 BLOCKING AT f11D-SPAN SECTION FLOOR SUPPORT AT SALES TOWERS 3/4' = 1' - 0" 3. 2 12005137-54 JOISTS CO 16" o/c WITH 0A45"0 POWDER ACTUATED FASTENERS @ 32" o/c. PROVIDE BLOCKING AT MID -SPAN. 120OT125-54 "TRACK \VITH 0.145"0 PO\VDER ACTUATED FASTENERS @ 32" o/c SLAB ON GRAD - SEE GENERAL NOTES -\ 1/4' PL Y\\/OOD 3/4" PLYWOOD FASTEN TO JOISTS @ 12" o/c WITH 8g SCRE\\/S. 1' 1» U' 0" -x x x- x- COLUMN - SEE SCHEDULE 51.1 ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE J I� TUCKER, GEORGIA 30084 Ph: 77U 908-9908 SEE ARCH. DRA\,/INGS Fax: �770� 908-9919 FOR "FIN" FRAMING PEC JOB NO. 03485 SIDE WALK SLAB SEE CIVIL DRAWINGS I I I 2" MIN. PAVEMENT - 5ff CIVIL BASE PLATE & ANCHOR BOLTS SEE SCHEDULE 31.1 14 1" NUN -SHRINK GROUT LEVELING BED I � I 3" CLEAR FOOTING - SEE SCHEDULE 51.1 FOR 51ZE AND REINFORCING SECTION AT ENTRANCE WALKWAY COLUMN q •• 8" CMU BOND BEAN w/ 2 #4 CONT. IN GROUTED CELLS 94 @ 24' o/c IN GROUTED CELLS DO\VELD INTO FOOTING #9 GA. HORIZONTAL REINFORCEMENT @ 16" o/c VERTICALLY SECTION FLOOR SUPPORT AT SALES TOWERS f� 2'-0" 3/4' = 1'-U" 53. 2 SECTION SHORT CMU \,/ALL AT DETAILING 10 3/4" = 1'-0" 53.2 5" NOMINAL DIAMETER STANDARD PIPE COLUMN. FILL w/ 4000 PSI CONCRETE �III��II' I- I 3000 PSI CONCRETE PILE--f l I � 18" b SECTION THROUGH TYPICAL DOLN ARD r7 1/2" = 1'-0" 53. 4' 4" �- 8" CMU BOND BEAN WITH 2 94 CONT. 8" CMU WITH #7 @ 16" o/c IN GROUTED CELLS DOWELED INTO FOOTING. PROVIDE #9 GA. HORIZONTAL REINFORCEMENT @ 16" o/c VERTICALLY. SLAB ON GRADE - SEE GENERAL NOTES 0'-0" --x x x x x x x x--x x x� ---�,- — -- —�� o =1 11= �r Q, it lit) 1 I— 5 84 CONT. TOP AND BOTTOM 94 @ 15" TOP AND BOTTOM SE C I I ON SHORT \\/ALL AT SERVICE SHOP Q 3/4" = 1'-0" 53.2 A] 1 #4 CONT. PAVING - SEE CIVIL -\ �2� I � 94 SUPPORT BARS @ 48" o/c 1'-6" 8"-16" GA. @ 12" / 16" o/c 8"-16 GA. CONT. TRACK WITH (2) ROWS OF PAF @ 8" o/c STAGGERED ON 4" GAGE ONE 5-12 5CRE\V3 AT EACH FLANGE 4' SLAB ON GRADE - SEE PLAN AND GENERAL NOTES 3 #4 CONT. SECTION 11 3/4' = 1'-0" S3.2 H55 10x 10 COLUMN BEYOND HSS 8x 8 SEE BRACING ELEVATION 3 4' 4" 8" CNU BOND BEAN WITH 2 #4 CONT. SEE PLAN FOR CMU \\/ALL SIZE AND REINFORCEMENT II IT II II II x x x x x— T 11- jo��— 1'-11" .' 1 I-1 1 1. 4'-6" — - 5 #4 CONT. TOP COLUMN FOOTING BEYOND AND BOTTOM #4 @ 16" TOP AND BOTTOM 5E CTI ON SHORT \\/ALL AT SERVICE DEPT. (a) 3/4' = 1'-0" 53.2 SLAB ON GRADE - SEE GENERAL NOTES —I ` 11 1 you JJul iLL allD 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com .ti►��eaer���r1�,� 3� 'V� •Ja°9°ea°.a v �r� � . sp°4's®na COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ,ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FQR CONSTRUCTION 03-22-04 :PFglee nu �-2-4MJ drawn by: BCT/ATB checked by: BP sheet no.: FOUNDATION SECTIONS & DETAILS th M, AAK19 Rm- z f." a m m In INE, e JOIST ENGINEERING COMPANY 8" OR 12" CMU \WALL u uD A A 3581 HABERSHAM AT NORTHLAKE T-ff ��F STAIR STRINGERS TREAD TUPh: CKER,770� 906GEORGIA-9930084 CURD ANGLES DEAN OR J015-F AID RISER BY STAIR 08 Fax: �770 908-9919 VARIES MANUFACTURER SEE PLAN 3) LIMIT OF DECK VARIES PEC JOB NO. 0.3485 SEE SECTIONS b 33.3 H55 OR W SHAPED 818 Marietta Street, NW < Typ. COLUMN - SEE PLAN Z Atlanta, Georgia 30318 0 --- 7777777_-_-_-________ 404.881.8370, 404.881.8173 (f) ------------- ------------- BEAM OR JOIST GIRDER w w w. z e n n e r g r o u p . c o m i:__DEAN OR JOIST L2x 2x 3/8!' CONT. wl 3/8"Ox 3 3� 16 R m m ROOF DRAIN HY20 HIT- A RODS TI 3/8" ENDED HIL L3x3x1/4 "11�_JO13T OR DEAN A @ 16" o/c AT CMU \\/ALL 3/16 N PLAN VIEW GROUT CELLS SOLID AT ANCHORS �Njj%jq I I I till,/ 2 ADD L2 1/2 x 2 1/2 x 1/4 JOIST \\/HEN SPAN OF L3x3x1/4 13 L 1 1/2 x 1 1/2 x 3/16 x 3TAIR\vEr_LL \\/ALL GREATER THAN 3'-13" 0'-5!' LONG SEAT ANGLE; WELD SECTION BRACED BY STAIR TO L 2 1/2 x 2 1/2 x 1/4 5TEEIL ROOF DECK r8 dJ T f f—Of, JOI 3T OR BEAN TYP. ROOF OPENING SECT. D-5 3/16 PARTIAL PLAN CURB 3UPFORT FRAMING —7::--7y -------- _n ---------- NOTE: THIS DETAIL AL50 APPLIES AT LANCING FERINETER CHANNEL. ri L BEAN OR J05T GIRDER NOT TO SCALE• STEEL ROOF DECK -o)l 12", 1'-2" COPYRIGHTED DOCUMENT NOTES: L 1 1/2 x 1 1/2 x 3/16 x 0'- 1 1 THIS DRAWING AND THE ASSOCIATED LONG SEAT ANGLE F - WELD TO L 2". 2 ELECTRONIC FILE ARE PROVIDED AS 1. COORDINATE EXACT LOCATION OF OPENINGS DE'RVEEN JOISTS AND LAYOUT OF CURD SUPPORT FRAMING 2 1/2 x 2 1/2 x 1/4 L3x GUSSET -6o (62) AN INSTRUMENT OF SERVICE FOR THE \ATN ARCHITECTURAL AND MECHANICAL CRA\\ANG5. I 3xl/4 PLATE TO �,_H53 Fax 8 PROJECT LISTED BELOW. THE DESIGNS >-lT4*' REPRESENTED IN THESE DOCUMENTS 2. WHERE JOIST BRIDGING INTERFERES \VITH ROOF' OPENING FRAMES, STOP BRIDGING AT OPENING AND REPLACE H55 5x 5 OR HS5 6x 6 BASE PLATE ----------------------------- REMAIN THE SOLE PROPERTY OF THE \ATH A RO\\/ OF BRIDGING ON EACH SIDE OF OPENING. EXTEND ADDITIONAL BRIDGING ONE SPACE EACH ZENNER GROUP, INC. ANY USE OF SIDE OF OPENING. BEAN OR JOIST GIRDER THESE DOCUMENTS FOR PURPOSES 0 3. If ANGLE DOES NOT CONNECT TO JOIST AT A PANEL POINT REINFORCE JOLT ACCORDING TO 3ECTION3 OTHER THAN THOSE ASSOCIATED WITH 12 AND 14/ 56. SECT. C- C THE PROJECT LISTED BELOW, WITHOUT 4. FASTEN DECK (NOT SHOWN) TO CURD ANGLES 6" o/c MAX. WHEREVER DECK SITS DIRECTLY ON ANGI F3 �> 2c,\j-F— THE EXPRESS, WRITTEN PERMISSION 2 1/2 x 2 1/2 x 1/4 OF THE ZENNER GROUP IS PROHIBITED. ./2 x 1/4 3/16 L 2 C\IFI 2003 THE ZENNER GROUP, INC. (4) 3/4' (4) 1 1/4!' 0 A307\ AN CH '0 A\RODS 307ANCHOR RODS n = e--- 0-­ - OR PRELIMINARY PRICING 11-03-03 JOIST OR BEAM DEAN OR JOIST GIRDER 1'-2% 1'-2% THICK BASE PLATE 1'-6% I'-6"x 1 1/2" THICK BASE PLATE PROGRESS SET 03-03-04 SECT. A- A FOR CONSTRUCTION 03-22-04 BP-1 13P— 5 AT H55 5x 5 OR H33 6x 6 AT H53 8x 8 BRACED FRAME L4x 4x 1/4 3/16 V DETAIL AT INTERIOR ROOF DRAIN r5 NON -BRACED FRAME C01 UMN3 COLUMNS z NO SCALE 1'-0" m 2' \-JOIST - SEE PLAN NOTE. \\- 1. FIELD CUT METAL ROOF DECK AS REQUIRED FOR INTERIOR ROOF DRAINS AS PER MANUFACTURERS L2x 2x 1/4!' . ..... RECOMNENCATION13 AND EQUIPMENT PURCHASED H33 8x 8 NON -BRACES ------ FRAME COLUMN o �D ROOF OPENING IfTAIL CURD SUPPORT FRAMING -C\J- —1-ok 2 FASTEN BOTH SIDES \ATH 90 C\j ADDITIONAL 51EE LAP FASTENERS 16 NO SCALE (6) 1"0 ANCHOR RODS\ (4) 3/4!'0 A307 1 4 ANCHOR RODS I'-10"x I'-4!'x 1 1/4!' THICK BASE PLATE l'-,(V'x I'-4!'x f THICK BASE PLATE 13P— 2 BP— 6 AT H53 Sx 8 NON -BRACED FRAME COLUMNS 12", 2" 2", 2)) f- 21) 12" FASTEN DECK (NOT 5Ho\\/N) TO CURD PENETRATES (1) RIB Llx1x1/8 SCREWED d L4x 4x 1/4 ANGLES 6" o/c MAX. \ VNEREVER DECK TO SEVEN RIDS 0 T3 DIRECTLY ON ANGLES NON -BRACED H53 lox 10 R FRAME COLUMN 00 I u F-1 u IF VIA;= Iiu10 i I U Cr ICI I 4V (6) f0 A1111 (4) 3/4!'0 A\307ANCHOR RODS 3/16 ANCHOR RODS iu I'-6"x I'-6"x 1 1/4!' THICK BASE PLATE ROOF OPENING Llxlxl/8 SCREWED l'-6"x f-6"x f THICK BASE PLATE EfTAIL CURD SUPPORT FRAMING 3 TO FOUR RIBS3 W. f in ni NO SCALE UP— 3 UP— 7 �3­3.3) PENETRATES (2) RIBS I Lj AT H55 lox 10 NON -BRACED FRAME COLUMNS PENETRATES (3) RIDS 12", 1'-6" ,2„ _ - `- -- 2 TYPICAL OPENINGS THRU DETAIL AIL ROOF DECK rCGU 5 SET L4 4x 1/4 PLATE TO H53 lox 10 GU55-FT (60 1/4 c NO SCALES3.3 BASE PLATE COLUMN PLATE TO BASE PLATE o;,®_ G Qtq�) 0 @ NF 16 (4) 1" 0 A3Q \7 ANCHOR RODS JOIST SEE PLAN ARCHITECTURAL FINISH ARCHITECTURAL FINISANCHOR RODS l'-4!'x I'-4!'x 1" THICK BASE PLATE PARALLEL TO LADCM FRAME BY -fl I'-10"x 1'-10"x 1 1/2" THICK BASE PLATE JOISTS ONLY 1/8" 2" L2x 2x 1/4 CMU WALL STAIR MANUFACTURER " ADDER FRAME BY (1) 3/45/80 THRU DOLTS w/ !'Ox 6 5/8" ENDED STAIR MANUFACTURER =HE 0 3/8" DENT NUT & OVERSIZED \\/A3HER BP— 4 TYPICAL ROOF OPENING Hun K\\AK ii DOLT - GF\OUT-\\"/. PLATE DETAIL AIL JOIST REINFORCEMENT ' I CULLS SOLID AT ANCHORS AT H35 lox 10 BRACED FRAME COLUMNS r4 NO SCALE STAIR MANUFACTURER NUT AND WASHER (2) 6"-16GA @ 3/8" DENT PLATE COND11ON A BASE PLATE LADDER SUPPORT LADDER RUNG DY 17,77 1 1 ARCHITECTURAL FINISH ANCHOR ROD EMDEDNENT SCHEDULE LADDER Ild E -J\F FRAME BY (2) 6"-16GA @ ARCHITECTURAL FINISH V) ENDEDMENT PROJECTION STAIR MANUFACTURER LADDER SUPPORT F _0 INTO FOOTING 11 C6x8.2 @ PARAPET F � TOP OF co FOOTING 3/4!' q 4!' PROVIDE C6 SEE EACH 3/8�' BENT PLATE OF L-ACCIER ' " 1/4% 2% 2" 1 124! PLATE A 0 1 1/4" 15" 4!' I A < — ------ 5/8'0 THRU DOLTS w/ NUT & OVERSIZED \\/A5Hr--R 18, 4" 1�[yl 3/8" BENT PLATE T YP 16, NUT CONDITION Q CONDITION Q �.-__-2-4 004 drawn by: BPC 5ECTON ROOF LADDER SUPPORT DETAILS SECTION BASE PLATE AND ANCHOR ROD rq checked by: BP r7 sheet no,: 0" 53.3 FRAMING SECTIONS & DETAILS , ' CONT. TRA CK @ TOP & 130TTOM w/ CONT. C6x8.2 AT TOP - jj/PARAPET ENGINEERING COMPANY f=% :1 FLOI GE 018 Marietta Street, NW Atlanta, Georgia 30318 8" WDE-20 GA. CONT. PLATE C6 TO DEAN TOP 404'881.8370'404.881.8173Ul vvvYvv.zennorgp.conn IS C-16 GA. CONT. TRACK TOP 13RIDGING 5EYONDj �5LIP TRACK -f TOP CHORD PANEL POINT =+14!-1 1/ 3 16 1/4 CONT. 1^, `"«x�»�o�»^'�x� [ECK CLOSURE COPYRIGHTED DOCUMENTb/SOFFIT SECTON ROOF @ VEHICLE DELIVERY rl 0 C6 TO 15EAN 6x4x 5/16 (LLH) CONT.-/ `\_6"-16 GA. @ 16" o/c \\ATH CONT. 3/4!' l'- 0" 3/16 TOP FLANGE, THIS DRyWVNgAND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED A3 CANOPY TUDE TO SLIP TRACK AT 'FOP TYP xNINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOVY.THE DESIGNS REPRESENTED |NTHESE DOCUMENTS 5EC11ON 0 FRONT ENTRANCE WAL.K\WAY 5ECTON COLUMN CONNECTION CONT. TRACK AT bOTTON MTH T REMAIN THE SOLE PROPERTY 0FTHE ZENNERGROUP, INC. ANY USE Op THESE D()CUMENTGFOR PURPOSES 2,1 OTHER THAN THOSE ASSOCIATED YV|TH THE PROJECT L|8TED8EL0VV.VY|TMOUT GO T/PARAPET THE EXPRESS, YYR|TTENPERM|880N 0FTHE ZENNERGROUP |0PR0H0|TED. 6�2VV3 THEZENMER GROUP, INC. (1) 5-12 SCREW @ EACH FLANGE CEILING SEE ARCH. DRAWINGS 8" WIDE-20 GA, CONT. PLATE CURTAIN WALI DY OTHERS -F-T\r[- (1) 3-12 3CRE\d @ EACH FLANGE 6"-16 GA. CONT, DEEF LEG SLIP PRELIMINARY PRICING 1103/D3 FASTENED TO DECK w/ (2) RO\q3 �\_TRACK w/ (2) POWDER ACTUATED PROGRESS SET 03/03/04 FOP|C()NGTRUOT|()NO3-22-O4 TO DECK & PLATE) M33 8x 6x 5/16 SEE ARCH. CRAWIG3 FOR f1NI5H 6"-16 GA. CONT. TRACK wl (2) EL VARIES T/ STEEL OL TRACK AT TOP AND DOTTOM \ATH (2) CONT. DECK CL05URE L 3x 3x 1/4 CONT. L 3x 3x 1/4 CONT. ROWS OF POWDER ACTUATED DECK CL05URE 6"-16 GA. CONT. TRACK TOP & SEE DECK ATTACHMENT SEE PLAN 20 GA, DEEP I EG )y [DIAGRAN FOR FASTENING T/TUDE _6" T/ STEEL J013T TOP CHORD PANEIL ROOF UPPER �5EE PLAN LEVELSEC-FION!TRAINING ROOM rl 4 ------ �16" o/c STAGGERED | -- - ' 'i | - � ' ( ' @ H�IGH ROOF RECEPTION SECTION (0 FRONT ENTRANCE \\/ALr\\\/Ay *\\_�6"-16GA 0 16" o/c STUD INfILL 5ECTOIN 5ALf 3 TO\\/ER r2 13M\/EEN BRACING. H35 lox lox 1/4 CURTAIN WALL DY OTHER5 MUM r6 I TUD N CONT. DECK CL05URE 16 TOP FLANGE, (CLE _. -I\f- - y �� c C6 TO DEAN TOP ROWS Of PQ\vEM ACTUATED 4/53.4 FOR CONNECTION 3/8" GU35ET DECK CLOSURE OVMHEAD DOM DESIGNED bY OTHERS C-16 GA. DEEP LEG CONT. �11P TRACK TO COLUMN TYPICAL PLATE w/ (2) PO\vDE_R ACTUATED FA3TENERS @ T_ PY 5ECTON AT CANO 3 T (2) PO\vDER ACTUATED FASTENERS \\/14x6l 5EEE PLAN AT COPED TUDE CURTAIN WALL 13Y OTHER5 FF 6"-16 GA. @ 16" o/c z ZT I I . ­�\ 6"-16 GA. DEEP LEG CONT. SLIF TRACK -0=+21'-7 17�� tj FASTENED TO DECK w/ (2) ROW3 FA3TENER3 @ 12" o/c OF HIO TEK 5CREW3 @ 6" 0/c F_k6 -16 GA. @ 16" o/c | � ! ' i � TRACK _7 ROWS OF P0\ CONT. DECK CLOSURE CONT. TRACK TOP AND E30TTON \\ATH \\ADE-20 GA. CONT. PLATE L — I- _t DECK vil (9) ROWS FASTENERS @ 12" o/c GAGE (TRACK TO DECK AND PLATE) 3/4 | ---' ^ | / d BCT/K[B 9T ci � � sheet no.: CURTAIN \\/ALL DY OTHERS ON ROOF @ UPPER LEVEL PLAN DETAIL 5ECTON AT HIGH ROOF AT RECEPTION SECTION @ HI Gh ROOF @ 3ALE3 TOWER SECTION ROOF @ VEHICLE EEUVERY SECT 15REAK ROON/OMCE | '. (�f3:/16 TO m. 2012" | FRAMING SECTIONS ! SEGT|CVNG& ' | DETAILS ' | � / � L.�MID AS R M gym....; -- C6x8.2 CONT. AT -FOP T PARAPET T/PARAPET ENGINEERING COMPANY 6"8" CHU BOND BEAN w/ 1110 2 #5 CONT. IN GROUTED CELL F 3581 HABERSHAM AT NORTHLAKE C6x8.2 @ 4'-0" o/r .:: =`• - T CMU TYP EACH TUCKER, GEORGIA 3UU84 CONT. C6x8.2 AT TOP / T BOND BEAM SLOPE 1/8 2"JOIST Ph: (770) 908-9908 =+31-4 "4:IR : : » m Fax: (770) 908-9919 AT/PARAPET / =+22 -0 - - - PEC JOB NO. 03485 METAL STUD INMLL +21'-0" - - - G6 TO BEAN 1 TOP C6x8. 2 @ 4' - 0" o c Lax 3x 1 4 CUNT. w 1 2" 0 HIL it 7 8" h x 3" LONG HOLE FOR th / I / / / JOI ST BEARING / FLANGE "fYP. 3 16 L 3x 3x 1/4 CON"T. 6" MIN JOIST SLEEVE ANCHORS @ 24' o/c=+22'-2" 3/4'o x 6 5/8" EMBEDMENT DECK CLOSURE 6 -16 GA. @ 24 o/c BEARING HILTI \V1K BOLTS @ 24" c ;. / ° r tta Street, W METAL STUD INFILL 8 1 8 a i e Se T STEEL J015T, BEARIN G I. I._ �--� o ------ Atlanta, Georgia 303 1 8 VARIES SEE PLAN C6 "f0 BEAM _FOP =+ 28 - 6 1/4 ,� 404.881.8370, 404.881.8173 (f) I 3 8"x 6" CONT. BEARING � "f/CMU www.zennergroup.com (27 -11 1/2 . f0 26 - 8 1/4) FLANGE fYP. 3 16 8" CHU BOND BEAM w/ 2 #5 / = + 28 - 0 LA 2" » ON .. , - - - T/BOND BEAM YPLATE ar/ 1/_ �x 6 L DETAIL B-B = . ��`�--\\/14 » :.. ,.• : CONT. IN GROUTED CELLS HEADED STUDS @ 8" o/c :•. j �43_s`L-L._.___- --- - jT/STEEL=+28'-0 12" CHU BOND BEAM w/ +18'-q 1/2" I ..;; :: ��%s�aa��a•ar�alt®� x x RING PLATE �. t- FI 3/8 8 6 BEARING • .� F � 2 #5 CONT, IN GROUTED CELL CURTAIN WALL BY OTHERS \ vv/ (2) 1/2"Ox 6" LONG T. w 1 ROW i '®sue �� � `✓yam HEADED STUDS @ EACH JOISTVUL L 4x4x1 4 CON OF 3/4"9x 6 5/8" EMBEDMENT ay °a w, cx��� •�. 8" CHU BOND BEAN w/ 2 95 GROUT CELLS SOLD V- HILTI K\V1K BOLTS @ 24" o/c . CONT. IN GROUTED CELLS UNDER BEARING ROOF @ PARTS / 12' CHU L3x 3x 1/4 CONT. w/ 1/2"0 HILTI SECTION \VAREHOUSE/LOCKER R0011 11 _ .. - .. _ 6"-16 GA. SLIP TRACK 5LEEVE ANCHORS @ 24' o/c 6" MIN JOIST T/BOND BEAM L2 1/2x 2 1/2x 3/16 @ - .. - .. - .. , . BEARING 3/4" = 1'-0" 53 5 I =+22' C6x8.2 CUNT.- I 8'-8" o/c MAX. TO JOIST :'. I �:;;; ` :+ T ANGLE TOP CORD PANEL POINT - EL VARIES T/ C6 L ,� JOIST BEARING & T/BOND BEAM 23-4 COPYRIGHTED DOCUMENT C6x8.2 @ 4'-0" o/c I 6"-16 GA. CG 16" o c 3/8x 8x 6" BEARING PLATE 12" CHU BOND BEAU w/ / 6"-16 GA. @ 16" o/c . . w/ (2) 1/2"Ox 6" LONG 2 #5 CONT. IN GROUTED CELL THIS DRAWING AND THE ASSOCIATED STUDS INFILL L 2 1/2x 2 1/2x 3/16 CONT. DECK CLOSURE ELECTRONIC FILE ARE PROVIDED AS HEADED STUDS @EACH JOIST Srr ARCH. lA\BANGS FOR L 4x4x1/4 CONT. w/ (1) RO\V AN INSTRUMENT OF SERVICE FOR THE T TUBE EXPANSION JOINT DE MILS �: OF 3/4'Ox 6 5/8" EMBEDMENT PROJECT LISTED BELOW. THE DESIGNS 3/8"x 8% CONT. PLATE=+11°_g' GROUT CELLS HSS 6x 2x 1/4 CONT. „ .5 16 I I 8 CNU BOND BEAM w/ 2 #5 HILTI K\\/IK BOLTS @ 24 o/c REPRESENTED IN THESE DOCUMENTS SLOPE soup UNDER I CONT. IN GROUTED CELLS JOTS F BEARING a IN HORIZONTAL :JLOTTED HOLES. REMAIN THE SOLE PROPERTY OF THE - • . • . - • . - • • -I -� BEARING=+21'-6 1/2" 1' GAP SEE DETAIL B-B ZENNER GROUP, INC. ANY USE OF T/\V14�l HSS 8x 6x 5/10 THESE DOCUMENTS FOR PURPOSES 1=+1q'-8 1/2" `� n --� T/ANGL.E `' �: .- - ~ -__ _ - _ OTHER THAN THOSE ASSOCIATED WITH -1/4 STIFFENER I� r- ,JOIST BEARING=+19'-8 1/2" TTHE HEEXPRESS,PROJECT LISTED WRITTEN BELOW, WITHOUT PERMISSION PLATE @ 4'-0" o/c � `CURTAIN \VALE BY OTHERS PARTS \VARr.`�iOUSE & 3 16 2@6 OF THE ZENNER GROUP IS PROHIBITED. � \V14 CONT. C6x8. 2 AT TOP SECTION 2ND STORY ROOF g T/BOND BEAN _ =+21'-4" / B c(�2003 THE ZENNER GROUP, INC. T I T C6 GROUT CELLS SOLID - 2 F�0\\/S OF PAF @ 24 o/c 6 -20 GA. SUPTRACK - T 3'-6" 3/4 = 1-0 33 5 ./ - ` �' AT ANCHORS rI_il=ems. PRELIMINARY PRICING 11-03-03 �-6"-20 GA. © 16" o/c 6"-16 GA. @ 24" o I I `\_ » PROGRESS SET03-03-04 /� ( C6x 8.2 @ 4 -0 o/c STUD INFILL FOR CONSTRUCTION 03-22-04 @ HIGH LO\\/ ROOF BET\VEEN 5 SHIN AS 1/4!' STIFFENER PLATE @ EACH JOIST SERVICE DRIVE AND MAIN BUILDING REQUIRED SECTION OFFICE AND ARCHIVES SECTION AT LURE CENTER T PARAPET CONT. C6x8.2 (T/CHANNEL =31'-4") 5 O� Ham/ OR 1" NOVENEN ' AT EXPANSION SERVICEIO RI JOINT O 4 =+31-6 � _ EXPANSION JOINT. PROVIDE 2 1 2"�b •J 3/4" = 1'-U" 3/4" = 1'-0" T 1 3/8x 7" CONT. BEARING BOLTS AT EACH JOIST TO NG18./ 3/4" = 1'-0" S3.5��.5S3.5 C6x8.2 @ 4'-0' o/c PLATE w/ 1/2"Ox 6" LONG JOt�RDINAT LOCATION ft�� FA HOLES TEN NC13 TO HEADED STUDS @ 8 o/c i6"-16 GA. @ 24 o/c CHU w/ (2) ROWS OF 3/4'0 x 6 5/8„ METAL STUD INV EME31-1- IENT HILTI HY 150 ANCHORS @ 16" o/c STAGGERED. - - C'6 TO BEAN TOP CONT. C6x8.2 @TOP L 3xLECK CLOSOURE I I I 16%-� FLANGE TYP. ACTION ROOF @ EXPANSION JOINT 1 2 - --- -- _ T PARAPET I I ­ ­ � . -".... 1 n T STEEL I 3/4' = 1' - O" 53. 5 -- -- V- - - -- - --- - I I \V18 --- _ - ---- -__ 3 �i,l C6x8.2 @ 4'-0" o/c (2) RO\VS OF PAF @ 12" °/c -- -- --- ---- CONT. C6x8.2 AT TOP T PARAPET 6" 16 GA. @ 24' o/c METAL STUD INFILL , _._. EXTERIOR CHU \\/ALL - NOTE: �� 6"-16 GA. SUP TRACK I I - - - - -_ --- - - _ USE C6x8.2 A35ENDLY FOR PARAPET CHU WALL BEYOND C6x8.2 @ 4'-0' o/c C6 TO BEAN _- / I j L3x 3x 1/4 GONT. GREATER THAN 2'-U" TALL, OTHERWISE USE TOP FLAN GE, „ 3/16 DECK CLOSURE 6 -16 GA. @ 16 o/c W18- -� 3 15x 3x 1/4x 0 -q LONG ON N METAL STUD FRAMING PER TYPICAL SECTION TYP------- --- 6"-16 GA. @ 24 o/c I 8" \VIDE-20 GA. CONT. PLATE EACH SIDE OF \\/18 \VTB �..-..-..-I r-.. METAL STUD INFILL - _ _ - -� T/ST1 rL FASTENED TO DECK w -� �- / (2) RO\\/S � f/S�E1.. 5 L5x 5x 1/4 BEf\VEEN JOIST - -- --_. __ _- - - - 6 -16 GA. CUNT. TRACK w/ (2) ROWS -�� C6 TO BEAM TOP - - - - - - i EL VARIES OF #10 TEK SCREWS @ 6" o/c = 121'-q I�r JA \J18 T/ST�1 BOTTOM CHORD PANEL POINTI � OF #10 TEK SCRE\VS @ 6 o/c ON 3- --- FLAN GE TYP. 3 16 L 3x 3x 1/4 CONT. 6 - /16 �.. / I I GAGE (TRACK TO PLATE AND DECK) - - - 1=+21'-11 1/2" I 3 16 DECK CLOSURE / I - .. - .. - o o H55 6x x 3 -- �1 T/S� - rl VARIES - / / / I L 3x 3x 1/4 CONT. 0 o o L5x 3x 1/4x cw = 21-q _ / T 1/2"x 7"x 1'-0" BASE PLATE w/ �- DECK CLOSURE O'-q" LONG n� I \\/16 / , (2) 3/4" Ox 4 3/4' EMBED HILTI _....__-. / / I 6" -16 GA. CONT. DEEP LEG SUP 1' - 4" s 4" 4"S K\VIK BOLT II TO BOND BEAM - -„ (2) RO\\/S OF PAF @ 12 o/c TRACK TYP. rr/ (2) PO\uDER ACTUATED \\/18 - +4-4 _ FASTENERS @ 12" o/c A SEE 8 53.2 FOR REMAINDER BEYONDG DETAIL A- A / ' PROVIDE #7 IN GROUTED CELLS / -- - -_- _ - 7 8'� x 2 1/2" LONG SLOTTED . INFORMATION 6"-16 GA. @ 16" o/c �6"-20 GA. SLPTRACK PROVIDE (4) 3/4"� x 6 5/8" HOLES FOR (3) 3/4% A325 BOLTS DOI INTO FOOTING UNDER COLUMN � IN DOUBLE SHEAR TO ALLO V FOR 1 6"-16 GA. SUP 'TRACK 2 RO\VS OF PO\uDER AGTUAT� �I`� - EMBEDMENT HILTI HY 150 NOVr1ENT AT EXPANSION JOINT @ 2ND FLOOR TRAINING FASTENERS @ 24" o/c 6' 20 GA. @ 16" o/c ANCHORS. SEE DETAIL A -A SECTION ROOM ROOF 3/16- _U ►- 5 === AT SERVICE DRIVE _ 3/4' = 1' - 0" 5�.5 SECTION ENTRANCE / EXIT \\/AI1 N G18 SET= SECTION 12/ 5 5. 5 q NON- STRU CTURAL _ 6"-16 GA. @ 16" o/c SECTIO COLUMN AT SERVICEr16-- 3/4" = 1'-O" 55.5 SEC11ON ROOF Co EXPANSION JOINT -_- - : T TUBE ('_1�3 ---- - - + 2 -10 T/PARAPET =_ _ 3/4 1 -03/4) f-O» 55 5 I 8 CHU BOND BEAM rr/ _�5- HSS 1Ox 6x q/16=+31'-6",�� BET\VE1T! COLUMNS 2 #5 CONT. IN GROUTED CELL T/CMU'= - - :: ! •:;,: =+31'-4" VARIES (2" MAX.) METAL ROOF DECK ``-OVERHEAD GLASS DOOR ;.. ' .' .� - ✓ _ - - _ _ L4x 4x 1/4 CONT. w/ (1) RO\V - -- - - - Of 3/4"Ox 6 5/8" EMBEDMENT � -I AT SERVICE DRIVE HILTI KWIK BOLTS @ 24' o/c_ --- SE CTi ON ENTRANCE EXIT \VALE - - -- _ CUNT. C6x8.2 CONT. AT TOP- T PARAPET +28'-0» -.... T/ANGLE - _ 1 _ EI_ VARIES <'• C6x8.2 @ 4'-0" o/c GROUT CELLS SOLID BOTTOM CHORD OF 3 16 GROUT ALL CELLS, „ AT ANCHORS JOIST OR JOIST GIRDER ,` ENTIRE LENGTH OF WALL. 6 -16 GA. @ 24 o/c i METAL STUD INFILL T PARAPET Lox 4x 1/4x 0 - 5 LONG ,. �1=+31'-0" BOND BEAN \\//(2)-#4 CONT. - -- - C6 TO BEAM TOP _ - -- 8" OR 12" CHU : FLAN GE TYP. 16 L 3x 3x 1/4 CONT. DECK CLOSURE _A) --- - -- - -_ - - -_ CUNT. 6"-16 GA. TRACK @ TOP w/ - - - - (1) 3-12 SCREW @EACH FLANGE RE15AR IN GROUTED CELLS BEYOND TO BE EXTENDED TO �"-t T/ S r r _ WITHIN 4" OF TOP OF \JAL! - - - - - - - - - - I VARIES SEEF PLAN = - -- 6"-16 GA. @ 16" o/c \\/ALL PERPENDICULAR TO JOISTS / --- - _ -- @STAIR #2 ROOF 6 1=fAL ROOF DECK I \V18__- -SEE ARCH. DRAMN03 FOR FINISH � TfP. c 3/4„ = 1'-0" 53.5 - -- - I T/ STEEL VARIES (2" MAX.)L 6 ' =+1- 8+-7 1/2` t670 LBS =670 LBS / f _ f J rf'rfS 4x 4x 1/4 @ 4'-0" o/c ---- - -- 316� ----- _ - - ._ / I �-(2) PAF @FACET STUD �________-__--_____.._-,-_-- 1 -7117-I 6"-16 GA. @ 26" o/c STUDS INFILL / � 1_5x 3 1/2x 1/4 (L H) T/PARAPET � BRIDGING BEYOND 3/8" x 12% 12" PLATE B CONT. DECK CLOSURE=+31'-6" 8" CHU BOND BEAN w/ 2 95 CONT. IN GROUTED CELLYp -- ---- - -- T/CNU' 3 16 I - - -- / L2 1/2x 2 1/2x 1/4 @ CUNT. 6"-16 GA. TRACK w/ (2)=+31'-4" ,: `:"'' j : 4'-0" o/c MAX. TO JOIST i r _ - W14 OR W16 RO\VS OF PO\VDER ACTUATED FOP CHORD PANEL POINT A LO\\/ FOR DEFLECTION N - - - - - -- L3x 3x 1/4 ; : DI GLEE SLOT TUBE AT PLATE TO B FASTENERS @ 12" o/c L3x 3x 1/4 CONT. err/ 1/2"0 HILTI L2x 2x 1/4 TYP., U.N.O. ( COPE AS REQUIRED) JIL / _ -- ,» SL1�V>=" ANCHORS @ 24" o/c '�.... � 3 16=-�-1-I'-8 1 2" T TUBE 6 MIN JOIST :;.:. CONT. 6" TRACK \VITrf 2 BEARING Lox 4x 1/4x 0'-5" LONG EGjRTUjRUT ALL GTI t��F \VALE. L6x 4x 3/8(LLl f) CONT. RO\VS Or PAF @ 2T /)- - - _._ _ JOIST BEARING - BOND BEAM \V/(2)-94 CONT. ,» 3/8"x 8"x 1'-U" PLATE - - HSS 8x 6x 5/16=+28'-7 1/41) N 8" OR 12 C. M. U. H55 Gx 6x 3/16 -- ----_ - - -- REBAR IN GROUTED CELLS7/8"- ` ND To BE EXTENDED TO - �C�...... T/BOND BEAN c + 4 - 4 �» THRU - -- - x S LONG WITHIN 4" OF TOP OF WALL SLOTTED HOLE IN PLATE CURTAIN \\/ALL BY OTHERS =+28 -0 ^- HSS 8x 8x 5/16 - g» TFIRU BOLT -_-- - - - - CONT. C6x8.2 CONT. » I \VALL PARALLEL TO JOISTS CEILING BET\ rr COLUMNS B TUBE _- 3 8x 8x 6 BEARING PLATE I BhT\V�N GOLUNNS/ • I I- T C6 w 2 1 2 bx 6 LONG - ,� / HEADED STUDS @EACH J01 ST - I : TYPICAL INTERIOR � � _prol�ct ria - _ -=Z4�pQ4 » SECTION NASOI�IRY \JAIL BRACING '� -' ` NAIL B-B dheckedrawn yhy: BCT/ABP 8 CHU BOND BEAN w/ 2 #5 _GROUT CELLS SOLD _O �- 6"-16 GA. @ 24" o/c� �C6x 8.2 @ 4'-0" o/c CONT. IN GROUTED CELLS � : UNDER BEARING �� \v1ND0\V \N/ALL SYSTEM BY OTHERS sheet no.: i STUD INFILL I 3/4" = 1'_O„ S3 5 @ 2ND FLOOR TRAINING NOTES: HIGH LOV ROOF @ SERVICE NON- STRUCTURAL SECTION @ SERVICE DRIVE ROOF 3 SECTION ROOM ROOF 1. THIS DETAIL OCCURS @ 6 0 O.C. MAX. SECTION DRIVE /PARTS RETURN (14� SECTION COLUMN AT SERVICE 7 2. THE TOPS OF ALL. INTERIOR \\/ALES SHALL BE » � » 3 4" = 1'-0" SUPPORTED AS SHO\VN ABOVE, UNLESS NOTED OTHER\V1SE. 3/4" = 1'-0" 3/4" = 1'-0" 3/4 = 1-0 S3. 5 /��. 5 S3. 5 �.5 FRAMING SECTIONS & DETAILS I W'411%f 600 mmm0w L4x 4x 1/4 CONT. w/ 3/4' b x 6 5/8" END= HILTI K\WAK BOLT @ 24' o/c �_ ----I T \WALL -+26-0" II ' GROUT ALL CELLS SOLD ABOVE BOND BEAM AT ANGLE T AN GLE (21' -11 1/2" LOW) VARIES 23'-q" HIGH T BOND BEAN =+22'-0" 12" CNU BOND BEAN WITH 2 #5 IN GROUTED CELLS I 12" CMU SECTION ROOF @ MACHINE SHOP / SERVICE r 1 3/4" = 1'-0" 753.6) L4x 4x 1/4 CONT. w/ 3/4'0 x 6 5/8" EMBED HILTI K\WAK BOLT O 24' o/c • T \JAIL -+28'-0" GROUT ALL CELLS SOLD ABOVE BOf\fD BEAM AT AN GLE -rikT ANGLE21'-11 1/2" LO\W1 VARIES 23'- q" HIGH J T BOND DEAN AM '-,-12" CNU BOND DEAN \WITH 1 2 95 IN GROUTED CE113 �_-12" CNU L3x 3x 1/4 CONT. WITH 1/2"0 UHILTI SLEEVE ANCHORS @ 24' o/c 1/4" STIFFENER PLATE ® EACH JOIST GROUT CELLS SOLID AT ANCHORS C12x20. 7 WITH (2) ROWS OF 3/4"Ox6 5/8" ENDED HILTI HY150 ANCHORS © 32" o/c STAGGERED SECTION ROOF ® CAR \WASH / SERVICE r2 3/4" = 1'-0" 53.6 T \WALL -+17'-4" 8" CMU BOND BEAN MTH 2 85 y CONT. IN GROUTED CELLS 8" CMU \WALL:: a. :.: — — — j T/ANGLE VARIES +16'-2 1/2" HIGH i. 15 -1" LOW GROUT CELLS SOLID AT ANCHORS I ; SECTION GROUT CELLS SaJD_,,-' AT ANCHORS SECTION L4x 4x 1/4 CONT. WITH 3/4'Ox 6 5/8" ENDED HILT] KMK BOLT @ 24" o/c 3 3/4" = 1'-0" 53.6 f — .i..T/\JAI I .�1 . =+17'-4" L3x 3x 1/4 CONT. \\,ATH l HILTI SIB A= ANCHORS n I 1/4' STIFFENER PLATE ® EACH JOIST ./2'0 24' o/c -C12x2O.7 MTH (2) ROWS OF 3/4' bx6 5/8" EMBED HILTI HY150 ANCHORS © 32" o/c STAGGERED 4 3/4' = 1'-0" 53.6 8" BEARING ON \WALL 3/8" x 10" \WIDE x 1' - 0" LONG BEARING PLATE w/ (4) 1/2"bx 6" LONG HEADED STUDS .%'.', f BOND BEAM +22'-0" I PROVIDE 4 #8 UNDER GIRDER BEARING TO FOUNDATION \WITH MATCHING DO\WELS EARING SECTION ONS\JAL LAT BERVI CE 5 3/4' = 1'-0" 53.6 (9) nF -,_19 sr RE\WS 0 6" o/c S w/ (2) PO\VDER EA CH 3 TUD SECTION ON ROOF @ & 3/4' = 1'-0" 53.6 Fp; 8" CNU WALL GROUT CELLS SOLID AT ANCHORS SECTION T \WALL f-14'-0" 8" CNU BOND BEAN WITH 2 95 CONT. IN GROUTED CELLS . . —1 F-- . . — . —, j4T ANGLE VARIES _ =+12'-5 1/2" HIGH =+12'-0" LOW L4x 4x 1/4 CONT. MTH 3/4"bx 6 5/8" ENDED HILTI K\WAK BOLT © 24' o/c AT OIL STORAGE ROOF 7 3/4' = 1'-0" 53.6 8" CNU BOND BEAN \WITH 2 #5_/ CONT. IN GROUTED CELLS 8" CMU WALL JOIST BEARINGcA =+12'-3" l GROUT (1) CELL CONT._,- DELO\V JOIST BEARING SOLD T \WALL -+14'-0„ j L3x 3x 1/4 CONT. MTH 1/2"0 Z. q SLEEVE ANCHORS © 24" o/c rflL t — .. — 8" CNU BOND DEAN w/ T/CMU 2 #5 CONT. IN GROUTED CELL =+28'-0" :R 5" DEEP JOIST SEAT L3x 3x 1/4 CONT. w/ 1/2"0 HILTI FOR 18K JOISTS SI E ANCHORS ® 24" o/c r: 6" MIN JOIST BEARING JOIST BEARING n =+22'-2 1/2" T/BOND BEAN =+22'-0"'' 3/8x 8x 6" BEARING PLATE wl (2) 1/2"Ox 6" LONG HEADED STUDS © EACH JOIST 8" CNU BOND BEAM w/ 2 #5 GROUT CELLS SOL ID CONT. IN GROUTED CELLS UNDER BEARING SECTION ION ROOF © \ANDO\W TINTING CI 3/4' = 1'-0" 53.6 8" CMU BOND BEAN w/ T/GNU 2 #5 CONT. IN GROUTED CELL _+ 28'- 0" A, L4x 4x 1/4 CONT. w/ (1) RO\V OF 3/4' bx 6 5/8" EMBEDMENT r `HILTI KMK BOLTS © 24' o/c T/ANGLE =+22'-7 1/2" HIGH =+21'-8" LO\W GROUT CELLS SOLID AT ANCHORS L4x 4x 1/4 CONT. w/ (1) R" " OF 3/4" bx 6 5/8" EMBr'T__Y'11 HILTI K\\AK BOLTS @ 24' c , T/ANGLE =+12'-5 1/2" HIGH =+11'-q" LO\V GROUT CELLS SOLID AT ANCHORS SECTION TRIr°fTl�rf G &SOIL STAORA)GE ri 0 3/4" = 1'-0" 53.6 L 2 1/2x 2 1/2x 3/16 CONT. DECK CLOSURE SEE ARCH. DRA\WINGS FOR EXPANSION JOINT DETAILS JOIST BEARING ° D V GAP _+21'-6 1/2" 44LH JOI ST �-24K JOIST \W12 5/8" 0 x 2 1/2" LONG SLOTTED 1 DETAIL D-D HOLE FOR 1" MOVEMENT. PROVIDE (2) 1/2"0 BOLTS @ EACH JOIST EXPANSION JOINT SECTION -� ION SHIPPING/RECEIVING ROOF 11 3/4" = 1'-0') 53.6 SEE JOIST FASTENING DIAGRAM FOR ATTACHMENT T/\WALL — — EL VARIES — — — — - 8" CMU BOND BEAN w/ 2 95 CONT. IN GROUTED CELLS GROUT CELLS 5UJD UNDER BEARING 3/8"x 6" CONT. BEARING -PLATE w/ 1/2"Ox 6" LONG HEADED STUDS Q 8" o/c >T/BOND BE =+23'-4' X SE CT] ON AT OIL STORAGE ROOF L8_ SECTION ROOF © STAIR 42 (12) 53 6 3/4» = 1'-0') �53.6) 3/4" = 1'-0" ENGINEERING COMPANY 3581 HABERSHAM AT NORTFILAKE TUCKER, GEORGIA 30084 Ph: (770) 908-9908 Fax: (770) 908-9919 PEC JOB NO. 03485 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com a%%a��riid�s�a,s0 a � o vd �i v o .0 sT % COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 _�rc�}eef Ana= _� 0a4 drawn by: BCT/ATB checked by: BP sheet no.: FRAMING SECTIONS & DETAILS FT 6" - 20 GA. @ 16" o/c 6" - 20 GA. CONT. TRACK \v1TH I I (2) RO\VS OF PAF @ 24' o/c IIII L4x 4x 1/4 DECK CLOSURE ANGLE I I 3 16 2@12 1 x r x x x > I \ W16 I SECTION 2ND FLOOR AT ARCHIVES/OFFICE 1 L4x 4x 1/4 DECK CLOSURE ANGLE 6" JOIST BEARIN \V2z SEC110N 2ND FLOOR AT ARCHIVES 2 3/8% 6% CONT, PLATE MTH 1/2"Ox 5" LONG HEADED STUDS. (PROVIDE HOLES TO PA53 CONT. WALL VERTICAL REINFORCEMENT THROUGH PLATE) L4x 4x 1/4 DECK CLOSURE ANGLE WITH 1/2"0 HILTT SLEEVE ANCHORS @ 24" o/c -8" CMU SEE PLAIN 6" MIN. BEAM BEARING L4x 4x 1/4 DECK CLOSURE ANGLE \VITH 1/2'h HIL11 SLEEVE ANCHORS @ 24' o/c • LX_X-x-x-X-x_X_ F/i 1�3 8 T BOND BEAM =13'-4' aII� 8" CMU BOND BEAM , w/ 2 95 CONT. IN GROUTED CELLS II \,/24 OR W21 1/8 2 3/8"x 6"x 1'-4" BEARING PLATE w/ IL (2) 1/2" O x 6" LONG HEADED STUDS PROVIDE 3 95 FROM BEAN TO FOUNDATION WITH MATCHING DO\0_3 IN GROUTED CELLS DEAN ON SECTON 2ND FLOORING FRAMNG NU AT 5 GROUT ONE CELL ABOVE BOND BEAM SOLID L4x 4x 1/4 DECK CLOSURE ANGLE WITH 1/2"0 HILTI SLEEVE ANCHORS @ 24' o/c (2) ROWS OF 3/4' Ox 6 5/8" EMBED /'--I-fiL11 HY150 ANCHORS @ 24' o/c T BOND BEAN =13'-4" 8" CNU BOND BEAN w/ 2 95 CONT. IN GROUTED CELLS 8" CMU SEE PLAN 2'-0" SEC11ON ASSTAIR R\\/ALL� CMU 6 �l 14' 0" x x x x x x x x C� J/BEARIN G =13'-5 1/2" T BOND BEAM o =13'-4- yjl •• s s I I I I L4x 4x 1/4 DECK 8" CNU BOND BEAM CLOSURE ANGLE I w/ 2 #5 CONT. IN I x GROUTED CELLS I 8" CNU SEE PLAN \,/16 I JOIST BEARING ON CMU AT SE CTl ON 2ND FLOOR OFFI CE f �53J__) J/BEARIN G =13'-5 1/2" T" BOND BEAN =13'-4' CV GROUT ONE CELL ABOVE BOND BEAM SOLID L4x 4x 1/4 DECK CLOSURE ANGLE \vITH 1/2"0 HILfl SLEEVE ANCHORS @ 24' o/c z 14'-0" L6x 6x 3/8 CONT. w/ (2) ROWS OF 2 5V56 3/4' 0 6 .5/8" ENBEDED HILTI HY150 @ 24' o/c AT V5 JOISTS 8" CNU BOND BEAM w/ 2 95 CONT, IN GROUTED CELLS 8" CNU SEE PLAN C�II 5 CTI ON 2NNID FLOOR BEARING STAIR N LOBBY CMU AT 4 5E CTT ON AT STAIR OPENING 8 1" 6"-16 GA. @ 16" o/c 6"-16 GA. CONT. TRACK WITH (2) ROWS OF PAF @ 12" o/c 14' 0" 6"-16 6" -16 GA. CC (2) RO\VS OF 2.1 STAIR OR ELEVATOR -SHAFT \VALL - SEE ARCH, DRA\VINGS L4x 4x 1/4 DECK CLOSURE TO SLAB EDGE 5E CTI ON 5HAf7 AT OM CE TOR rq A `i H33 4x 4x 1 4 TO SUPPORT HOIST BEAN AND ELEVATOR RAIL\ 2.5V56 OR 12K3 J 3 HOIST BEAN HOIST CAPACITY 100 LBS) A SECTION SYMNETRI C ABOUT CENTERL aNE HSS 4x4 TO BEAM %4—TOP FLANGE ZELEVATOR SHAFT - SHEATHING SEE 3 16 (2) ROWS OF ARCH. DRA\v1NGS PAF' S @ 12" o/c RAIL BY ELEVATOR 3/8"x 5"x 5" CAP PLATE \V12 OR W21x44 MANUFACTURER 3- 12 3CREW AT HSS 4x 4x 1/4 TO EACH FLANGE SUPPORT ELEVATOR RAIL I 16 PROVIDE 1/2"x 4'x 10" BASE PLATE I 1 4 WITH (2) 3/4' bx 6 5/8" ENBEDDED ��- HILTI BOLT TO PIT \VALL-K \+ (2) 51UD5 ON EACH SIDE OF COLUMN DETAIL A -A AT H013T 5FEC I I ON AND RAIL ELEVATSUPPORT BEAM rio 3/4" - 1'-O" 53 7 SHAFT WALL BEYOND-\ i L4x 4x 1/4 DECK x x x CL05EURE 6" TO SLAB EDGE ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 PEC JOB NO. 03485 F T PARAPET =+24'-2" C6x13 CONTINUOUS @ TOP I 6"-16GA CONTINUOUS TRACK w/ (2) RO\VS OF PO\vDER ACTUATED FASTENERS @ 12" o/c TO C6 6"-16GA @ 16" o/c �I 6"-16 GA CONTINUOUS 20 GAx 12" \VIDE CONTINUOUS PLATE: TRACK FASTENED TO DECK FASTENED TO DECK w/ (2) RO\VS OF AND PLATE w/ (2) ROWS OF 910 TEK SCRE\VS @ 6" o/c 910 TEK SCREWS @ 6" o/c � 7 J015T BRIDGING 20K JOIST W18 2OK J01 ST HSS 6x t��7i�1.�:1(•�1 5E CTI ON AT SCREEN \,/ALL INRLL 13 3/4" = 1'-0" 53.7 C6x13 CONTNUOUS @ TOP 3/16 T PARAPET =+24'-2" MAX JOIST BRIDGING CONTINUE BRIDGING (3) BAYS ON EACH SIDE OF \V18 SE CTI ON AT SCREEN \,/ALL SUPPORT 14 ST - SEE PLAN SECTION 2ND FLCOR AT TRAINING ROOM 7 0 _F �.7 r _ JOIST TOP CHORD 5LJPTRACK I 0 HSS 6 6/ 1 /4 3/16 V CTO PLATE STRINGER BY STAIR MANUFACTURER / L4x 4x 1/4 CONT. SECTION AT ELEVATOR SHAFT 11 1" = 1'—O" 33.7 METAL ROOF DECK --- I_3x 3x 1/4 SPANNING BET\VEEN T\VO JOISTS - TYP. BOTH SIDS L2x 2x 1/4 AT GIRDER JOIST \- MIDSPAN - TYP. (INTALL r AFTER DEAD LOAD IS APPLIED) BEAN - SEE PLAN-/ -1/8 V SECTION AT BEAM BOTTOM FLANGE BRACING 12 3/4" = 1'-0" 53.7 JO 3.8 KIPS r DETAIL J-J 1/4" @ 5'-0" o/c MAX 2x 1'-0" BASE PLATE -= 0.H KIPS - SEE PLAT{ - SEE PLAN AND 14/33.7 SECTION SCREEN WALL COLUMN ON JOIST 15 3/4' = 1'-0" 53.7 JOIST TOP CHORD TO PLATE. DO NOT WELD ACROSS CHORDS. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881,8370, 404.881.8173 (f) www.zennergroup.com y��y��iaaaa�rays.v,� v ° m a o h� � ?i. • 1, `� ^ �a ° 90R�9ai [ COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 0 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 9 a — a a a PC 1=�T 24 Q.Q4 drawn by: BGT/ATB checked by: BP sheet no.: FRAMING SECTIONS & DETAILS ENGINEERING COMPANY kj v~� 018 Marl etta8t/oet, NW Ai|ento, Georgia 30318 404.881.8370'404'881.8173AD vvvvm/.zennergroup.corn »»mvvox»« H33 1 Fox lox� I/ _jL I (D 4H 3 2x 2x 1/4!' 4!-0" 14!-0" zr-O" HS3 7x 7x 1/4"V (-0 (n STEEL zz CD 00 LO CA 2 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY VFTHE ZENNERGROUP, INC. ANY USE 0p ELEVATION AT BRACED MANE COLUMN NE 2 ELD/ATION AT BRACED FRAME COLUMN LINE 2 ELEVATI ON AT 13RACED FRAME r2 THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH I r1A COLUMN LINE 2.8 FOUNDATION - SEE PLANTHEPRO JECTLISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION 0FTHE ZENNERGROUP |SPROHIBITED. @2O03 THE ZENNERGROUP, INC. PRELIMINARY PRICING 11'0O-O3 PROGRESS SET03'O3-O4 FOR CONSTRUCTION O3-22-04 5.1 TURNBUCKLE TYP. TURNBUCKLE T`fP. co X FOUNDATION 5FF PLAN 151-6 L T LT!k ELEVATI ON AT BRACED FRAME ELEVATI ON AT BRACED FRAME ELEVATI ON AT BRACED FRAME COLUMN LINE A (' 6 r7 ELEVATI ON AT URACED FRAMES ELfVAI] ON AT BRACED FRANE3 COLUMN LINE A r4 r5 COLUMN LINE A.q CCI-UNN UNE q COLUMN LINE 8 0911 0001 H33 lox lox 5/16" COLUMN —zi 99ff MY 1/4 SLOT FIT3 OVER GUSSET PLATE VELD E30TH 5CE3 OF\ 1/4 tM>-E 16 TOTAL TUBE ON BOTH 3EE3 OF WELD LENGTH 4 2" TUDE/ q DETAIL DETAIL H35 - H33 COLUMN CONNECTION DETAIL \v-r H33 OR WF COLUMN CONNECTION DETAIL H33 H33 CONNECTION r8 DETAIL H35 - WF COLUMN CONNECTION DE I AIL INTERSECTION OF' X-bRACING X BRACING CONNECTION 55.1 W14 COLUMN V14 COLUMN TUBE, BOTH 1 3/8" DIAMETER ROD BRACE 100 OP H35 6x 6x 1/4!' WORK POINT 3DE3 OF PLATE VORK PONT wl STD, CLEM5 & TURNBUCKLE A" I A" H35 BRACE 0A3E PLATE AND ANCHOR DOLT3 BASE PLATE AND ANCHOR UOLT3 N 3/ GU33ET PLATE PLAN 3/8" GUSSET PLATE SEE SCHEDULE ON 53.3 ' / ' | | ' . o/c TOP AND BOTTOM WORK POINT DECKING NOT SHOWN 3/4!' x 6" x 0'-12" 3TEEL | 00 COLUMN CONNECTION ! � | �-------- ! ! | ! _________ �)Ff SCHEDULE ON 51.1 FOR FOOTING SEE SCHEDULE ON 31.1 FOR FOOTING FUI I PENETRATION A TOP & BOTTOM drawn by: BPC -2) Lj�-2 Tz n—C)x3lQ HIS 6, checked by: BP | sheet no.: ON CONNECTION AT ROOF DETAIL H35 Wf CONNECTION DETAIL X BRACING CONNECTION rl 5 DETAIL X BRACING CONNECT DETAIL X BRACING CONNECTION DETAIL INTERIOR STEEL NOMENT 8) ri E � BRACING . ELEVATIONS & � OETAL8 Ramp] 88mmw ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE 'FUCKER, GEORGIA 30084 Ph: /70908-9908 Fax: 770) 908-9919 PEC JOB NO. 03485 O �O 2" 4" 4" TYP. PAN 1/4' STEEL SHIN PLATES TYP. 3/4' x 6" x 0'-12" STEEL. PLATE w/ DECKING NOT SHO\VN (6) 1 0 A325 BOLTS vr/ NUTS SPACED FOR CLARITY 4" o/c TOP AND BUTTON \04x30 TOP OF STEEL �� L1 = 27 - 8 1 2 r� 0 1/4' x 4' x 0'-10 LONG PLATE err/ (3) 3/4' b A325 BOLTS FULL PENETRATION GROOVE \VELLD TYP. TOP & DOTTON V114 COLUMN ELE/A110N FFTAII STEEL NONENT CONNECTION 1» = 1'-0" 3/16 V 5., I I 1/4 6 LtSS 1Ox 10 - i � WORK PANT -� I I I / 0 - I ICI 'lo TYPICAL REAM TO COLUMN CONNECTION I <� I I 3/8" GUSSET PLATE i DETAIL 3/8" GUSSET PLAT 5"x 16" PA53E5 THROUG SLOTS IN CENTER C SIDES OF "THROUGH" TUD i 1 55. WELD 130-FH SIDES OF TUBE ON BOTH SIDES OF PLATE FOR 12" TOTAL VVEILD LENGTH © 6" TUDE 3/16 V 5" W12 DEAN SLOTTED H55 BRACE SLOT FITS OVER GUSSET PLATE X BRACING CaINECTION r2 1" = 1'-0" 55.2 FA 6" TOTAL VELD LEN GTH DETAIL INTERSECTION OF X-BRACING 3 1'-0" 55. 2 T/STEEL 'I' I I (I 0 I� b/ORK POINT H338x8 I III A, / WELD BOTH SIDES OF TUBE ON BOTH SIDES OF PLATE FOR 12" TOTAL 1/4 6" MELD LENGTH © 6" TUBE 16 V 5" TYPI CAL DEAN TO I / - b/24 DEAN COLUMN CONNECTION SLOTTED H55 BRACE SLOT FITS OVER GUSSET PLATE 3/8" GUSSET PLATE 3/16 5" DETAIL X BRACING CONNECTION 1" = 1'-0" 55. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com f w lye Ci k �0 m1 C COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. �c 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 tecrtu 2490 .04 drawn by: BPC checked by: BP sheet no.: BRACING ELEVATIONS & DETAILS _ =Ak k�UAm MECHANICAL SYMBOLS -AND LEGEND RETURN/EXHAUST DUCT WxH LOUVER ® SUPPLY DUCT W H ? DOOR GRILLE lc�-- 8 �-� ROUND DUCT I UC I/2" UNDERCUT DOOR 2c' 4x12 RECTANGULAR DUCT, FIRST FIGURE IS SIDE SHOWN. SUPPLY DIFFUSER INTERNALLY LINED DUCTWORK RETURN OR EXHAUST GRILLE / REGISTER Ta THERMOSTAT, TEMP. SENSOR MOTORIZED DAMPER I � MONITOR THERMOSTAT OR MANUAL MONITOR ZONE CONTROLLER (VVT) VOLUME DAMPER O BC BYPASS CONTROLLER (VVT) FLEXIBLE CONNECTION CO CO SYSTEM 1 CONTROLLER/SENSOR R CO CO DETECTOR 2 RISE IN DUCTWORK STATIC PRESSURE SP (PICKUP) SENSOR D DROP IN DUCTWORK BOD BOTTOM OF DUCT c,---� BPD BYPASS DAMPER ELBOW WITH TURNING VANES CFM CUBIC FEET PER MINUTE H .O.A HANDS -OFF -AUTO AD ACCESS DOORS, VERTICAL COEF CARBON MONOXIDE EXHAUST F OR HORIZONTAL AD WXH EF EXHAUST FAN HOA HAND -OFF -AUTO (STARTER) c�--i-� TRANSITION (SINGLE LINE) OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER c U DUCT SMOKE DETECTOR OC ON CENTER WxH SPIN -IN FITTING OE OPEN END DUCT WITH MANUAL DAMPER RA RETURN AIR SERVING RUNOUT F° = R L REFRIGERANT LIQUID `'--j-� FIRE DAMPER RS REFRIGERANT SUCTION FSD RTU ROOFTOP UNIT COMBINATION FIRE/ SMOKE DAMPER SA SUPPLY AIR "0 ROUND TEE WITH MANUAL TA TRANSFER AIR DAMPER SERVING RUNOUT TOD TOP OF DUCT 20x12 E-7 EXHAUST GRILLE TYP. TYPICAL 700 OR REGISTER VVT VARIABLE VOLUME AND TEMPERATURE R-? RETURN GRILLE 20x12 S-? SUPPLY DIFFUSER OR REGISTER 700 MECHANICAL GENERAL NOTES 1. MECHANICAL CONTRACTOR SHALL COMPLETE THE ENTIRE MECHANICAL INSTALLATION AS PER STANDARDS AND REQUIREMENTS OF THE NFPA-90A, ASHRAE AND FLORIDA BUILDING CODES WITH AMENDMENT FROM LOCAL AUTHORITIES. 2. CONDENSATE FROM ALL AIR HANDLING UNITS SHALL BE ROUTED TO NEAREST INDIRECT DRAIN. CONDENSATE PIPING SHALL BE COPPER AND MIN. 1" IN SIZE. REFER TO FLOOR PLANS FOR SIZE AND ROUTING. THIS CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION INCLUDING CONDENSATE PUMP, PIPE, COORDINATION WITH ELECTRICAL AND PAY FOR ELECTRICAL INSTALLATION OF RECEPTACLE AND CIRCUITS 'FOR THE CONDENSATE PUMP. 3. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL SERVICE VOLTAGE RATING. IT IS CONTRACTOR'S RESPONSIBILITY FOR PAYING ELECTRICAL COST IF CONTRACTOR CHANGES INSTALLATION FROM THIS SCHEDULE. 4. ALL PACKAGED HVAC EQUIPMENT SHALL BE FURNISHED AND INSTALLED COMPLETE WITH DISCONNECT, STARTERS, CONTROL VOLTAGE TRANSFORMER, CONTROLS AND CONTROL WIRING. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR INSTALLING CONTROL WIRING SYSTEM. 5. ALL OTHER HVAC EQUIPMENT, UNLESS SPECIFIED IN THE SCHEDULE, SHALL HAVE ITS STARTER AND DISCONNECT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL CONTROL WIRING SHALL BE INSTALLED BY THIS CONTRACTOR. 6. UNLESS OTHERWISE NOTED, FLEXIBLE DUCT SHALL BE GENFLEX ASL-25, OR EQUAL, OF THE SAME SIZE AS THE DIFFUSER NECK SIZE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". CONNECT ALL BRANCH DUCT TAKE -OFF, ROUND OR FLEXIBLE WITH MANUAL SPIN -IN FITTING WITH BALANCING DAMPER (NO SCOOP). 7. UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. CONTRACTOR SHALL INSTALL DUCT MOUNTED SMOKE DETECTOR AT MAIN SUPPLY AIR DUCT AS PER FLORIDA BUILDING CODE. SMOKE DETECTOR SHALL BE FURNISHED BY DIVISION 16 CONT- RACTOR, INSTALLED BY THIS CONTRACTOR AND WIRED BY FIRE ALARM SYSTEM INSTALLER. DETECTOR SHALL SHUT DOWN HVAC UNIT UPON ACTIVATION BY DETECTING SMOKE IN THE SYSTEM. 9. UNLESS OTHERWISE NOTED, ALL NON-VVT SYSTEM WALL MOUNTED THERMOSTATS SHALL BE PROTECTED INSIDE A CLEAR IMPACT RESISTANT THERMO-PLASTIC COVER, AND SHALL BE AUTOMATIC CHANGE -OVER PROGRAMMABLE TYPE. 10. REFER TO DRAWING M211 FOR ROOF TOP MECHANICAL EQUIPMENT LOCATIONS. VVT ZONE DAMPER SCHEDULE VVT TAG MAX. CFM MIN. CFM DAMPER SIZE BASIS OF DESIGN 2-1 500 250 12" CARRIER - ZD-12 2-2 500 250 12" CARRIER - ZD-12 2-3 400 200 10" CARRIER - ZD-10 2-4 740 370 14" CARRIER - ZD-14 2-5 360 180 10" CARRIER - ZD-10 2-6 600 300 12" CARRIER - ZD-12 2-7 900 450 14" CARRIER - ZD-14 3-1 750 375 14" CARRIER - ZD-14 3-2 750 375 14" CARRIER - ZD-14 3-3 750 375 14" CARRIER - ZD-14 3-4 750 375 14" CARRIER - ZD-14 4-1 1380 690 16" CARRIER - ZD-16 4-2 900 450 14" CARRIER - ZD-14 4-3 610 305 12" CARRIER - ZD-12 4-4 610 305 12" CARRIER - ZD-12 4-5 800 400 12" CARRIER - ZD-12 5-1 1480 740 16" CARRIER - ZD-16 5-2 720 360 12" CARRIER - ZD-12 5-3 200 100 8" CARRIER - ZD-08 5-4 1020 510 14" CARRIER - ZD-14 5-5 790 395 14" CARRIER - ZD-14 5-6 790 395 14" CARRIER - ZD-14 7-1 410 205 10" CARRIER - ZD-10 7-2 450 225 10" CARRIER - ZD-10 7-3 500 250 10" CARRIER - ZD-10 7-4 300 150 8" CARRIER - ZD-08 7-5 450 225 10" CARRIER - ZD-10 7-6 130 65 8" CARRIER - ZD-08 7-7 960 480 14" CARRIER - ZD-14 8-1 475 235 10" CARRIER - ZD-10 8-2 485 245 10" CARRIER - ZD-10 8-3 660 330 12" CARRIER - ZD-12 8-4 440 220 10" CARRIER - ZD-10 8-5 940 470 14" CARRIER - ZD-14 10-1 350 175 10" CARRIER - ZD-10 10-2 410 205 10" CARRIER - ZD-10 10-3 840 420 14" CARRIER - ZD-14 16-1 675 337 12" CARRIER - ZD-12 16-2 320 160 8" CARRIER - ZD-08 16-3 265 132 8" CARRIER - ZD-08 16-4 510 255 10" CARRIER - ZD-10 16-5 880 440 14" CARRIER - ZD-14 16-6 300 150 8" CARRIER - ZD-08 16-7 450 225 10" CARRIER - ZD-10 VVT BYPASS DAMPER SCHEDULE BPD TAG MIN. CFM MAX. CFM DAMPER SIZE BASIS OF DESIGN 2-1 0 1000 24X8 CARRIER - RD0824 2-2 0 1000 24X8 CARRIER - RD0824 3-1 0 750 I8X8 CARRIER - RD0818 3-2 0 750 18X8 CARRIER - RD0818 4-1 0 1075 24X8 CARRIER - RD0824 4-2 0 1075 24X8 CARRIER - RD0824 5-1 O 1250 24X8 CARRIER - PDO824 5-2 0 1250 24X8 CARRIER - RD0824 7-1 0 800 18X8 CARRIER - RD0818 7-2 0 800 18X8 CARRIER - RD0818 8-1 0 750 18X8 CARRIER - RD0818 8-2 0 750 18XB CARRIER - RD0818 10-1 0 800 18X8 CARRIER - PDO818 16-1 0 850 18X8 CARRIER - RD0818 16-2 0 850 18X8 CARRIER - RDO818 VVT DAMPER SYSTEM NOTES 1. THE VVT BASIS OF DESIGN IS THE CARRIER COMFORT SYSTEM VARIABLE VOLUME AND TEMPERATURE (#33CS) FOR A DUCTED RETURN APPLICATION. EACH BPD IS SERVED BY A BYPASS CONTROLLER TO BE LOCATED ADJACENT TO ONE OF THE VVT TEMPERATURE SENSORS WITHIN THE RTU ZONE. THE BYPASS DUCT SHALL CONNECT TO THE RETURN DUCT A MINIMUM OF 15 LINEAR FEET FROM THE RTU RETURN INLET. A STATIC PRESSURE PICKUP DEVICE SHALL CONNECT TO THE BPD USING STATIC PRESSURE TUBING AND SHALL BE LOCATED 5 DUCT DIAMETERS DOWNSTREAM OF BYPASS TAKEOFF, BUT UPSTREAM OF THE FIRST ZONE TAKEOFF. EACH VVT SYSTEM SHALL HAVE A MONITOR THERMOSTAT (VVT MONITOR MODE) WHICH WILL CONTROL THE ZONE IT IS LOCATED WITHIN AND THE REMAINING ZONE CONTROLLERS WITHIN THAT SYSTEM OF VVT DAMPERS. 2. THE CONTRACTOR SHALL PROVIDE THE NECESSARY DUCTWORK TRANSITIONS NECESSARY FOR CONNECTING ROUND AND/OR RECTANGULAR VVT/BYPASS DAMPERS TO THE DUCTWORK SHOWN ON THE DRAWINGS, EVEN IF TRANSITION FITTING SYMBOL IS NOT INDICATED. 3 THE VVT AND BPD (BYPASS) DAMPERS SHALL BE SIZED PER THE SCHEDULE ON THE DRAWINGS. 4. THE CONTRACTOR SHALL SET THE MAXIMUM AND MINIMUM VVT DAMPER ACTUATOR POSITIONS BASED ON THE MAXIMUM AND MINIMUM CFM'S SCHEDULED ON THE DRAWINGS. THIS WILL PREVENT THE BYPASS AIRFLOW FROM EXCEEDING 50% OF THE FULL RTU SUPPLY CFM. 5. EACH VVT SYSTEM SHALL BE POWERED BY A DEDICATED 1 15V/1 0 CIRCUIT SIZED TO HANDLE THE RESISTANCE IN EACH CIRCUIT AND LOCATED ABOVE THE CEILING AND WITHIN THE RTU ZONE BEING SERVED (RTU'S 2,3,4,5,7,8,10 & 16). SEE ELECTRICAL DRAWINGS FOR JUNCTION BOX LOCATION. PROVIDE EACH VVT DAMPER WITH THE NECESSARY TRANSFORMER AND CONTROLS TO INTERFACE WITH ALL VVT SYSTEM COMPONENTS (DX COIL SENSORS, MONITOR THERMOSTATS, BYPASS CONTROLLERS, TEMPERATURE SENSORS, ETC.) THE CONTRACTOR SHALL COORDINATE ALL VVT POWER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR AND THE INSTALLATION SHALL BE CERTIFIED BY A CARRIER DISTRIBUTOR. VVT SYSTEM SHALL BE BY SAME MANUFACTURER AS THE ROOFTOP UNIT MANUFACTURER FOR COMPLETE COMPATIBILITY. OUTSIDE AIR REQUIREMENT PER 2000 FMC and NFPA 88B SPACE ID EXHAUST AIR REQ'D PER CODE EXHAUST AIR DESIGNED OA VENTILATION REQ'D PER CODE FRESH AIR OA DESIGNE SHOWROOM, 7,800 SF - - 0.3 CFM/SF 2,340 CFM 2,340 CFM OFFICES/CONE./TELECOMM. 18,965 SF - - 20 CFM/PER 4,220 CFM 4,530 CFM RESTROOMS 75 CFM/ WC OR UR (1,725 CFM) 1,870 CFM - - - SERVICE DEPT. 374,260 CF 37,426 CFM * 59,800 CFM 6.0 AC 37,426 CFNI * 59,800 CFM SERVICE DRIVE, 7,060 SF 10,590 CFM 10,600 CFM 1.5 CFM/SF - - PARTS WAREHOUSE, 5,190 SF - - 0.05 CFM/SF 260 CFM 300 CFM * TOTAL VENTILATION AVAILABLE IS BASED ON THE SUMMATION OF EF-8, EF-9, COEF-1, COEF-2, COEF-3 AND COEF-4. ELECTRIC UNIT HEATER MARK SERVICE MODEL/MFR TYPE CFM MBH KW WEIGHT(Ibs) NOTES EUH-1,2,5,6,8 SERVICE/CAR WASH MARKEL 5100 HORIZ FAN FORCED 700 34.1 10 55 1,2,3,4 EUH-3,4,9 DETAIL/COMPR./OIL STOR MARKEL 5100 HORIZ FAN FORCED 400 17.1 5 55 1,2,3,4 EUH-7,10,11 QUICK LUBE MARKEL 5100 HORIZ FAN FORCED 700 25.6 7.5 54 1,2,3,4 NOTES: 1. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS. 2. PROVIDE 24 VOLT CONTOL TRANSFORMER AND DISCONNECT SWITCH. 3. PROVIDE INTEGRAL THERMOSTAT. 4. PROVIDE UNIVERSAL CEILING BRACKET HVAC DESIGN CRITERIA HVAC LOAD FOLLOWING CALCULATION ARE PARAMETERS BASED ON OVERAL WALL U - VALUE 0.143 ROOF U - VALUE 0.052 GLASS U - VALUE 0.55 GLASS SHADING COEFFICIENT 0.73 DOOR U - VALUE 0.55 818 Marietta Street, NW Atlanta, Georgia 30318 404,881.8370, 404.881.8173 (f) www.zennergroup.com seal: . 0 152 � Oe COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL d Im U 4-1 0 0 O 0 C >1 E 0 W C: 0 ^V ♦ 40 W CU 7C) > > O 0 E C) T 4-1 project no,: 249-004I drawn by: BL checked by: dlu/MEH Sr. sheet no.: a Mechanical Symbols, Legend, Notes and Equipment Schedules s ROOF TOP AIR CONDITIONING UNITS SYMBOL RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-7 RTU-8 RTU-9 RTU-10 RTU-1 1 RTU-12 RTU-13 RTU-14 RTU-15 RTU-16 RTU-17 TYPE ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOT INDOOR FAN CFM 5000 4000 3000 4300 5000 3200 3000 2400 1600 7000 7000 4000 6000 3000 3400 2000 NOMINAL TONS 10 10 7.5 12.5 12.5 10.0 7.5 6.0 4.0 20.0 20.0 12.5 18.0 8.5 8.5 5.0 MINIMUM OUTSIDE AIR, CFM 100 800 660 710 870 915 435 300 600 2650 2770 1720 2600 1000 460 320 EXT. STATIC PRESSURE , IN. q 0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 0.75 0.65 1.0 1.0 1.0 1.0 1.0 1.0 0.75 SENS. CAPACITY, BTU H R 102,500 91,500 67,200 106,100 114,200 82,000 67,200 59,200 34,700 176,000 176,000 102,500 171,000 68,900 73,000 46,700 TOTACAPACITY BTU H R 128,500 125,809 92,900 146,800 149,800 121,900 92,900 78,900 48,900 245,000 245,000 145,100 233,000 101,200 102,600 63,800 z DRY BULB ENTER AIR, °F 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 o v WET BULB ENTER AIR, °F 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 SEER / EER - / 11.0 - / 11.0 -/11.0 -/9.8 -/9.8 -/11.0 -/11.0 -/11.1 13.0/11.1 -/9.7 -/9.7 -/9.8 -/10.0 -/10.8 -/10.8 13.0 / 11.0 REQUIRED MBH 49.8 47.3 38.9 63.8 63.8 39.4 31.2 28.5 28.7 140.5 145.4 94.4 141.2 54.6 39.4 7.8 ELEC. HEAT, KW 27.8 16.5 16.5 27.8 27.8 16.5 16.5 11.5 11.5 32.0 32.0 33.0 32.0 16.5 16.5 11.5 CD z NO. OF STAGES 2 1 1 2 2 1 1 1 1 2 2 2 2 1 1 1 2 MINIMUM MTR HP 5.0 3.0 3.0 3.0 5.0 3.0 3.0 2.0 1.0 7.5 7.5 3.0 5.0 3.0 3.0 2.0 AREA SERVED VEHICLE DELIVERY GEN.OFFICES / SALES SALES/ SHOWROOM SALES/ SHOWROOM SALES GENERAL OFFICES SERVICE OFFICES PARTS WAREHOUSE TOOLS/EMP. BREAK AREA SERVICE DEPT. SERVICE DEPT. SERVICE DEPT. SERVICE DEPT. 2ND FLR MEETING ROOM 2ND FLR OFFICES EXPANSION 207 BASIS OF MINIMUM DESIGN CARRIER 50H-J012 CARRIER 50HJ012 CARRIER 50HJ008 CARRIER 50HJ014 CARRIER 50HJ014 CARRIER 50HJ012 CARRIER 50HJ008 CARRIER 50HJ007 CARRIER 50HJ005 CARRIER 50TMO25 CARRIER 50TMO25 CARRIER 50HJ014 CARRIER 50TMO20 CARRIER 50HJ009 CARRIER 50HJ009 CARRIER 50HJ006 NOTES 1,2,3,4,5 1,2,3,4,5,7 132,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5 1,2,3,4,5,7 1,2,3,4,5,E 1,2,3,4,5,E 1,2,3,4,5,E 1,2,3,4,5,6 1,2,3,4,5 1,2,3,4,5,7 1,2,3,4,5 WEIGHT 1060 1060 900 1073 1073 1060 900 655 560 2020 2020 1073 1960 900 1060 580 NOTES: 1. PROVIDE WITH FACTORY ROOF CURB. COORDINATE EXACT CURB LOCATION AND ORIENTATION WITH THE STRUCTURAL DRAWINGS. 2. T-STATS FOR HVAC UNITS AND VVT DAMPERS SHALL BE LOCATED PER DRAWING PLANS. T-STAT FOR NON-VVT UNITS SHALL BE WALL MOUNTED ELECTRONIC PROGRAMMABLE WITH CLEAR LOCKABLE COVER. 3. PROVIDE BELT DRIVE UNIT. 4. PROVIDE WITH MOTORIZED OUTSIDE AIR DAMPER TO PROVIDE UP TO 50% OUTSIDE AIR. 5. PROVIDE DISCONNECT SWITCH PER MANUFACTURERS RECOMMENDATIONS. COORDINATE ALL ELECTRICAL REQUIREMENTS. 6. PROVIDE DROP -BOX CONCENTRIC SUPPLY/RETURN ASSEMBLY EQUAL TO PLENUMS INC., ADAPTABLE TO THE RTU MANUFACTURER'S CURB WITH INSULATED ADAPTER PAN, CONVERTER, ALUMINUM DOUBLE DEFLECTION SUPPLY REGISTERS ON THE SIDES AND EGGCRATE RETURN IN THE BOTTOM/CENTER. 7. UNIT TO UTILIZE VVT SYSTEM OF DAMPERS, CONTROLLERS, SENSORS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED, EQUAL TO CARRIER COMFORT SYSTEM #33CS WITH DX COIL SENSOR AND RELAY PACK. EXHAUST FANS MARK EF-1, & EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 EF-8, & EF-9 EF-10 EF-1 1 & 12 CFM 5300 2940 ,:825 600 1400 445 15000 2200 300 STATIC PRESS, "W.G. 0•5 0.375 0.375 0.375 0.25 0.4 0.15 0.375 0.4 AREA SERVED SERVICE DRIVE DETAIL SHOP ST FLOOR RESTROOMS SERVICE RESTROOMS COMPRESSOR 2ND FLOOR RESTROOMS SERVICE SHOP EMERG EXHAUST QUICK LURE BREAK RM 212 & CAFE SPEED, RPM 692 805 1788 1500 1087 1401 406 952 1185 MAX. SONES 11.5 9.1 11.2 8.4 8.4 6.5 14.8 9.4 4.5 FAN TYPE CRE CRE CRE CRE CRE CRE CURE CRE CRE HP 1.0 1/2 1/4 1/6 1/4 1/6 2 1/2 1/6 DRIVE BELT BELT BELT BELT BELT BELT BELT BELT BELT BASIS OF DESIGN COOK 245ACEB COOK 195ACEB COOK 100ACEB COOK 100ACEB COOK 135ACEB COOK 80ACEB COOK 402 ACRUB COOK 165 ACEB COOK 80 ACEB NOTES 1,2,3,9,10 1,2,3,9 1,2,3,5 1,2,3,5 1,2,3,4,6 1,2,3,5 1,3,6,8,10,11,12 1,2,3,9,10 1,2,3,5 WEIGHT # 380 220 110 110 150 110 350 160 110 ROOF OPENING 25.5" SQUARE 25.5" SQUARE 13.5" SQUARE 13.5" SQUARE 15.5" SQUARE 13.5" SQUARE 43.5" SQUARE 19.5" SQUARE 13.5" SQUARE CRE - CENTRIFUGAL ROOF EXHAUSTER. PRE - PROPELLER ROOF EXHAUSTER. EXHAUST FAN EQUIPMENT NOTES: CREU - CENTRIFUGAL UPBLAST ROOF EXHAUSTER. PWE - PROPELLER WALL EXHAUSTER. 1. FACTORY DISCONNECT SWITCH. COORDINATE WITH ELECTRICAL. 2. BACK DRAFT DAMPER AT FAN. 3. ROOF CURB WITH DAMPER TRAY. 4. CONTROL THROUGH LINE VOLTAGE THERMOSTAT, OR PROVIDE. 120V/24V TRANSFORMER WITH LOW -VOLTAGE T-STAT. 5. CONTROL THROUGH TIME CLOCK. 6. CONTROL INTERLOCKED WITH MOTORIZED OUTSIDE AIR DAMPER. 7. MOTOR SIDE GUARD, 8. PROVIDE AND INSTALL H-O-A COMBO STARTER WITH THE EQUIPMENT. 9. EXHAUST FANS SHALL BE CONTROLLED THROUGH THERMOSTAT, AND INDIVIDUAL STARTER CIRCUIT. INTERLOCK WITH DOOR SWITCH INDICATED ON DRAWINGS. DOOR SWITCH SHALL BE PROVIDED BY MECHANICAL CONTRACTOR. 10. UNIT EQUIPPED WITH FIRE STAT FOR SHUT -DOWN. 11. MOTORIZED DAMPER AT FAN. 12. EXHAUST FAN SHALL BE CONTROLLED THROUGH CO SENSOR. WALL LOUVER SCHEDULE SIZE PRESSURE DAMPER INTERLOCK FRAME SCREEN MANUFACTURER TAG W X H CFM DROP OPERATOR WITH TYPE AND MODEL NUMBER INCHES IN. W.C. BELIMO L-1 3000 1400 0.04 AF-120-S EF-6 FLANGE BIRD RUSKIN ELC6375D BELIMO L-2 48x72 7500 0.0E AF-120-S EF-8 FLANGE BIRD RUSKIN ELC6375D BELIMO L-3 4802 7500 0.06 AF-120-5 EF-8 FLANGE BIRD RUSKIN ELC6375D BELIMO L-4 48x72 7500 0.0E AF-120-S EF-9 FLANGE BIRD RUSKIN ELC6375D BELIMO L-5 48x72 7500 0.06 AF-120-S EF-9 FLANGE BIRD RUSKIN ELC6375D CARBON MONOXIDE EXHAUST FANS ITEM NUMBER COEF-1 COEF-2 COEF-3 COEF-4 CFM 2000 2300 2300 1000 S.P. EXT. 3" 3" 3" 3" MOTOR HP 2.0 2.0 2.0 1.0 WHEEL 0 13.5" 13.5" 13.5" 10" BAROMETRIC DAMPER YES YES YES YES ELEC. CHAR. 460/3/60 460/3/60 460/3/60 460/3/60 WEIGHT # 270 270 270 180 DRIVE BELT BELT BELT BELT BASIS OF DESIGN DSP MONOXIVENT BI-135 DSP MONOXIVENT BI-135 DSP MONOXIVENT BI-135 DSP MONOXIVENT 8I-80 COMMENTS 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 EQUIPMENT NOTES: 1. EQUIPMENT SHALL BE ADJUSTED TO EXHAUST THE REQUIRED CFM OF CARBON MONOXIDE AT THE COMPLETION OF THE PROJECT AND SHALL HAVE THE ABILITY TO BE MODIFIED AT FIELD FOR THE RATED CAPACITY AS A WARRANTY WORK. 2. THIS CONTRACTOR IS RESPONSIBLE FOR THE STARTER AND COMPLETE CONTROL WIRING TO THE EQUIPMENT EXCEPT POWER WIRING. 3. EQUIPMENT SHALL BE INSTALLED AT THE ROOF ON A ROOF CURB WITH WEATHER HOUSING AND VIBRATION ISOLATOR. PROVIDE MINIMUM 7'-0" HIGH/14" 0/PVC COATED (INSIDE) FAN STACK SECURED TO ROOF WITH DISCHARGE NOZZLE SIZED FOR 4000 FPM VELOCITY DISCHARGE, PER DETAIL ON M003. 4. PROVIDE EPDXY COATING ON INSIDE AND OUTSIDE OF FAN. 5. SEE EF-8 & 9 FOR EMERGENCY CO EXHAUST. DIFFUSERS, REGISTERS & GRILLES ITEM NO. S-1 S-2 S-3 S-4 S-5 R-1 R-2 E-1 E-2 E-3 DG-1 FRAME LAY -IN 24x24 LAY -IN 4'L(2)1"SLOT SURFACE MTD SURF. MTD 12x12 SURF. MTD 24x24 LAY -IN 24x24 LAY -IN 24x12 LAY -IN 12x12 LAY -IN 24x24 SURF. MTD 12x12 DOOR 1 8x1 8 THROAT/NECK SEE PLANS SEE PLANS SEE PLANS SEE PLANS SEE PLANS 22x22 22x10 10x10 22x22 SEE PLANS 16x16 MAX. CFM -- -- -- -- -- -- -- MAX. NC. 30 30 30 30 30 25 25 25 25 25 N/A DAMPER OBD OBD OBD OBD OBD N/A N/A OBD OBD OBD -- DESIGN BASIS TITUS TDC TITUS TBDI-80 TITUS 30ORL TITUS TDC TITUS TDC TITUS 50F TITUS 50F TITUS 50F TITUS 50F TITUS 50F TITUS CT700L TYPE LOWERD FACED SLOT DIFFUSER SIDE WALL LOUVERD FACED LOWERD FACED EGGCRATE EGGCRATE EGGCRATE EGGCRATE EGGCRATE SIDE WALL NOTES 1 1, 2 1 1 1 1 1 1 1 1 3 GENERAL NOTES: NOTES: 1. ALL TERMINAL DEVICES SHALL BE WHITE FINISH UNLESS NOTED OTHERWISE ON ARCHITECTUAL DRAWINGS. A. PROVIDE BAKED ENAMEL FINISH WITH FINAL COLOR SELECTION BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL. 2. LINEAR SLOT DIFFUSER WITH INSULATED PLENUM, SIDE CONN. UNLESS NOTED TOP ON DWGS. SUBMIT COLOR CHART WITH SHOP DRAWINGS. B. ACTUATOR / OPERATOR TO BE 120V/10. PROVIDE JACKSHAFT & COMPONENTS FOR ACTUATOR MOUNTING OUT OF WALL. 3. DG-1 SHALL BE ALUMINUM WITH AUXILIARY MOUNTING FRAME.. HVAC SPLIT SYSTEM INDOOR UNITS SYMBOL AHU-1 AHU-2 TYPE HORIZONTAL HORIZONTAL NOMINAL TON 2.0 3.0 TOTAL CFM 800 960 MINIMUM OUTSIDE AIR, CFM 0 0 EXT. STATIC 0.5 0.4 PRESSURE , IN. HZ 0 TOTAL CAPACITY 23,600 34,000 0 BTU/HR SENS. CAPACITY, 18,300 24,000 0 - BTU/HR 00 v v DESIGN BASIS LIEBERT FURNISHED CARRIER FURNISHED MOTOR HP, MIN 1/2 1/3 FILTER LIEBERT FURNISHED CARRIER FURNISHED z HEATER RATING, KW 4.7 - Lg = N0. OF ELEMENTS - _ U NO. OF STAGES 1 - U w DESIGN BASIS NOTES 1,2 2 DESIGN BASIS LIEBERT CARRIER MINIMATE MM24 FA4AO36 LOCATION COMPUTER ROOM ELECT. ROOM WEIGHT 225 118 1. PROVIDE STEAM GENERATING TYPE HUMIDIFIER (1.5 KW). 2. PROVIDE DISCONNECT SWITCH AND COORDINATE ALL ELECTRICAL REQUIREMENTS. HVAC SPLIT SYSTEM OUTDOOR UNITS SYMBOL CU-1 CU-2 TYPE AIR COOLED - DX AIR COOLED - DX OUTSIDE AMBIENT DESIGN AIR TEMP IN 'F (DB/WB) 92/77 92/77 COOLING CAPACITY, TOTAL BTU/HR 23,600 33,400 MINIMUM EER 11.0 10.0 LOCATION ON ROOF ON ROOF DESIGN BASIS LIEBERT PFCO27A-H CARRIER 38CKC-036 MATCHING AIR UNIT AHU-1 AHU-2 WEIGHT 200# 138# NOTES 1 1 1. PROVIDE DISCONNECT SWITCH PER MANUFACTURER RECOMMENDATIONS. COORDINATE ALL ELECTRICAL REQUIRMENTS. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: o� `J COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 02004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 project no.: 249-00 drawn by: BL checked by: dlu/MEH Sr. sheet no.: k4002 Mechanical Schedules BRANCH DUCT AIR FLOW TYP. ROUND DUCTWORK — MAIN BRANCH DUCT SPIN —IN FITTING W/AIR SCOOP AND DAMPER FLEXIBLE TYP. SPIN —IN FITTING TyP. FLEXIBLE DUCT TO�UND MEfAL COLLAR W/SCOOP & DAMPER DUCTWORK. (MAX. LENGTH 5') FLEXIBLE DUCTWORK MAX. LENGTH OF 5-0" TURNING VANES /_�INSULATION DUCT COLLAR CEILING Vr-/_ CLAMP ROUND RIGID DUCT— TYP. CEILING PLENUM PROOF PLASTIC DIFFUSER SCREW CLAMP (TYP.) NOTE: MAINTAIN A MINIMUM OF 2'-0" BETWEEN TAKE OFF'S TYPICAL FELEXIBLE DUCT TAKE -OFF DETAIL NOT TO SCALE FACTORY WALL MOUNTING BRACKET (PROVIDED WITH HEATER) HORIZONTAL ELECTRIC UNIT HEATER NOTES: 1. PROVIDE BUILT—IN THERMOSTAT AND POWER DISCONNECT SWITCH 2. INSTALL 8'-0" A.F.F. WALL MOUNTED UNIT HEATER NOT TO SCALE SECURE VAPOR BARRIER TO LINED DUCTWORK WITH MASTIC ALL AROUND OVERLAP INSULATION A MINIMUM OF 2" DUCT LINER SECURED TO DUCTWORK WITH MINIMUM OF 100% COVERAGE OF MASTIC 1 LINER PER rS'PEC F CATIONS MASTIC ALL AROUND TRANSITION MINIMUM OF 6" LONG SIZES SHOWN FOR LINED DUCTWORK ARE INSIDE CLEAR DIMENSIONS, INCREASE DUCT SIZE TO ALLOW FOR LINER�---�- VAPOR BARRIER DUCT INSULATION PER SPECIFICATION TYPICAL LAY —IN DIFFUSER NOTE: MAINTAIN A MINIMUM OF 2"-0" BETWEEN TAKE OFFS LOW CLEARANCE DIFFUSER CONNECTION DETAIL NOT TO SCALE MOTOR HOUSING ELECTRIC CONDUIT GUIDE ' WOOD NAILING STRIP PREFAB ROOF CURB SEE NOTE #2 RIGID CONDUIT TO ACCOMMODATE ELECTRICAL WIRES — GRAVITY BACKDRAFT DAMPER O O O FLO� SEE PLANS FOR 0I-7C nC' nI I/�T EXHAUST GRILLE. AIR FLOW EXHAUST GRILLE MOUNTING NOT TO SCALE CURB CAP SEE NOTE #1 SEE NOTE #2 ROOF "'"'�TRANSITION DUCT TO FULL SIZE OF DAMPER SUPPLIED WITH ROOF VENTILATOR --DUCT POWER ROOF VENTILATOR DETAIL NOT TO SCALE NOTES: 1. SECURE CURB CAP TO WOOD NAILING WITH 3/8" CADMIUM LAG BOLTS NOT OVER 12" ON CENTER. 2. SECURE ROOF CURB, DUCTWORK & DAMPER TO ROOF WITH EXPANSION BOLTS (CONCRETE ROOF) OR RUST RESISTANT BOLTS (METAL DECK AND BAR JOIST ROOF). 3. SIZE OF DUCT THROUGH ROOF SHALL: NOT BE LARGER THAN CURB SUPPLIED WITH ROOF VENTILATOR. 4. RUN ELECTRIC LINES THROUGH CLEARANCE HOLE PROVIDED IN GRAVITY DAMPER, THEN THROUGH VENTILATOR ELECTRICAL CONDUIT GUIDE. CAULK PERIMI CAULK RAI N S INTEL (BY OTHERS) UCT LIP ANGLE =NTIRE PERIMETER) IRDSCREEN FRAME IRDSCREEN DUVER DUVER FRAME ALL AIR FLOW BIRDSCREEN ROOF CURB FURNISHED E ROOF SUPPL IIN. REQUIRED. VUM HOUSING TRANSITION TO ROOF OPENING, SEE FLOOR PLAN FOR SIZE. EXHAUST HOOD DETAIL NOT TO SCALE NOTE. 1. BRING ROOF MATERIAL UP SEE HVAC FLOOR PLAN OVER ROOF CURB. FOR SIZE &CONTINUATION 2. RUN COND. DRAIN FULL SIZE OF UNIT CONNECTION TO GUTTER 3. INSTALL SMOKE DETECTOR (PROVIDED BY ELECT. CONTR.) IN SUPPLY DUCT. SEE FLOOR PLAN FOR HVAC UNITS REQUIRING SMOKE DETECTOR. TYPICAL ROOFTOP INSTALLATION DETAIL NOT TO SCALE ACCESS PANEL SLEEVE NO CURB Q, d. e Q a 'V. d ..4. A.P. ALTERNATE LOCATION) SLEEVE MOUNTING ANGLES AROUND PERIMETER OF SLEEVE (LAP OPENING BY 1" MIN.) a WITH CURB J Q a B a OPENING +1/8" PER LINEAR FOOT BOTH �DIMENSIONS,1 /4" MIN. BREAKAWAY CONNECTION AS PERMITTED BY SMACNA, MAY BE RIGID IF SLEEVE IS HEAVY GAUGE AS RECOMMENDED BY SMACNA.(TYP. FOR VERTICAL & FLOOR SLOT) 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404,881.8173 (f) www.zennergroup,.com seal: 0 N O) o(y N w COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (D 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL U c c: :3 ® O U O 0 'c >1 E V (3) 0 w 4_j C) U) 4- 0 > U Q� t0 .> > O O CIO O O +_j -�-�+ c O N c O project no.: 249-00 drawn by: BL checked by: dlu/MEH Sr. sheet no.: s o DUCT LINER TERMINATION NOT TO SCALE OUTSIDE AIR LOUVER DETAIL NOT TO SCALE HORIZONTAL FIRE DAMPER NOT TO scnL. Mechanical Details 14" 0 ACOUSTICAL FLEX - TYPICAL. UNLESS NOTED SUPPORT AS REQUIRED OTHERWISE TO PREVENT SAGGING SECURE FLEX DUCT W/ BAND PLENUM PROOF PLASTIC ON INSIDE ON OUTSIDE LINER OFINSULATION ND BAND OR SCREW CLAMPS, TYPICAL 11 FULL SIZE INTERNALLY �---� �---� LINED PLENUM W/ I I I 14" TAP -TYPICAL I CEILING WALL R-1 B, 24x24 GRILLE IN CEILING GRID TRANSFER DUCT DETAIL NOT TO SCALE CLEAN OUT PTCH DOWN TOWARD DRAIN CLEAN OUTS DISCHARGE NOZZLE — SIZED TO MAINTAIN 4000 FPM (20.3 M/S) OUTLET VELOCITY GUY WIRE (4 REQUIRED) DRIP LIP TRANSITION (PVC COATED INSIDE) CARBON F.C. MONOXIDE EXHAUST FAN �. \ / / ROOF 1 AS REQUIRED 14"0 18 GA. GALV. STEEL EXHAUST STACK (PVC COATED ON INSIDE) WELDED JOINT MIN. 6'-0" SECURE GUY WIRE TO ROOF (TYPICAL) SECURE STACK TO ROOFDRAIN, 1/2" (15 MM) (TYPICAL) WELDED COUPLING CARBON MONOXIDE EXHAUST FAN STACK DETAIL - NOT TO SCALE _ NOTES: COOLING C L 1. CONCRETE BASE SHALL BE 4" LARGER —j- ALL AROUND THAN THE BASE OF THE A EQUIPMENT BEING SUPPORTED. #3 REINFORCING RODS 6"O.C. EACH WAY WITH A MIN. SEE FLOOR PLAN 2. CONCRETE BASE SHALL BE 6" HIGH. OF 3" OF COVER. FOR ROUTING A= X + 1 it WHERE X = UNIT STATIC PRESSURE CONCRETE BASE 3000 PSI 16 GAUGE STEEL TIE WIRE NOTE: 1. LOCATE TRAPS SO AS TO BE ACCESSIBLE 2" CHAMFER ALL GRADE FOR CLEANING. AROUND. CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE -'--RE DRY WALL --RE MASONRY WALL =L PIPE SLEEVE IINAL 1" SPACE AROUND PIPE & SLEEVE CENTER LINE LISTED PROOF SEALANT JTCHEON IN AREAS RE PIPE IS EXPOSED .� PROOF BACKUP MATERIAL PIPING THRU INTERIOR RATED WALL NOT TO SCALE OUTDOOR EQUIPMENT PAD DETAIL NOT TO scnLe PIPE SLEEVE DETAIL NOT TO SCALE GLUE AND TOE NAIL 2-4"x4" REDWOOD BLOCKS, LENGTH AS REQUIRED (12" MIN.) GAS PIPE O 2-HOLE GALV. STEEL PIPE CLAMP (TYP) o COPPER STRAP CONDENSATE DRAIN LINE SLOPE TO DRAIN 3/4" THICK WALK PAD. FULLY ADHERE IN BUILT-UP ROOFING BOND AGENT NOTES: 1. BLOCKING SHALL BE INSTALLED A MINIMUM OF 8'-0" O.C. AND AT EACH CHANGE OF DIRECTION OF PIPING AND A MINIMUM OF 7" ABOVE ROOF TO TOP OF BLOCKING. 2. FOR ROOF CONSTRUCTION TYPE REFER TO ARCH DWGS. 3. EXTEND PVC CONDENSATE DRAIN FROM ROOFTOP UNITS TO NEAREST ROOF DRAIN. FOR RTU'S INSTALLED ON METAL ROOF, EXTEND DRAIN LINE TO NEAREST GUTTER. PAINT PIPE TO MATCH METAL ROOF. ROOF PIPING SUPPORT HAT, SAM E GAUGE AS SLEEVE WALL REFER ARCHITECTURAL NOT TO SCALE 1 /2" GAP, 4 SIDES .,,.....:, ,,.,..:., ._...... 2" 2„ 8„ 1 1/ x 1 1/ x 1/ GALV. ANGLE MIN. 1 " OVERLAP O N WALL APPROVED BREAK- J� A -WAY JOINT -� ACCESS DOOR �T� T T6 E "E3" FIRE DAM f ER II` 6 MAX:./ NOTE: `F SLEEVE GAUGE, FASTENER SIZING f` AND SPACING, GAP REQUIREMENTS, BREAK -A -WAY JOINT REQUIREMENTS, ETC. PER FIRE DAMPER MANUFACTURES U.L. INSTALLATION DATA SHEET. FIRE DAMPER MOUNTING DETAIL NOT TO SCALE ATTACHED TO STRUCTURE TYPICAL HANGER ROD ADJUSTABLE, COPPER PLATED SWIVEL RING, GRINNELL CT-69 OR EQUAL. Aw- 180' INSULATION SHIELD. 12" LONG MIN. NSULATIO TYPICAL REFRIGERANT PIPE HANGER DETAIL NOT TO SCALE WELD (BOTH SIDES) BAR JOIST VIBRATION ISOLATOR - COMBINATION DOUBLE DEFLECTION NEOPRENE/ SPRING IN -LINE HANGING -TYPE. MIN. 1.25" DEFLECT. MASON IND. 30N OR EQUAL. ANGLE IRON NUTS & WASHER UT & WASHER CHANNEL 3/8" ALL -THREAD ROD FAN COIL UNIT OR AHU ATTACH UNIT TO SUPPORTS. FAN COIL/AHU SUPPORT DETAIL NOT TO SCALE NOTE: PROVIDE MINIMUM 1-1/2" DEEP AUXILIARY DRAIN PAN UNDER THE UNIT. PAN SHALL BE MIN, 3" LARGER ALL AROUND., PAN SHALL BMONSTRUCTED OF MIN. 24 GAGE GALVANIZED SHEET METAL. PROVIDE FLOAT SWITCH IN THE AUXILIARY DRAIN PAN, TO SHUT DOWN UNIT UPON OVERFLOW, EXPANSION VALVE SOLENOID VALVE SIGHT GLASS FILTER DRYER � PITCH COND. UNIT/ HEAT PUMP UNIT R� Rg COIL REFRIGERANT PIPING SCHEMATIC NOT TO SCALE DRAW BAND COUNTERFLASHING BY MECH. CONTRACTOR. SAME MATERIAL AS PIPE ROOF SLAB REFRIG. PIPING SOLDER TIGHT TIGHT -FILL WITH BLACK MASTIC PROOF FERRULE .4 r' `INSULATION INSUL. REFRIG. PIPING THRU ROOF NOT TO sco.Le 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: �r e 04 O� J � COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3722-04 w T1 project no,: 249-00 drawn by: BL checked by: dlu/MEH Sr. sheet no.: mAON%k AOP% uw Mechanical Details EUH-5 EUH-6 T STAT AND H-0 A \ STARTER FOR EF-1 MTD AT 60"AFF. PROVIDE SIGNAGE TO INDICATE WHICH DOOR MUST BE OPEN THE MINIMUM 30" FOR FAN r :: EF- .1... M:T,I� ; :: :..:..: . EF-1 TO OPERATE. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergrocorn �_'k seal.11 Ar N o� w J � COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (D 2004 THE ZENNER GROUP, INC. I s s u a n c e s: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 L. project no.: 249-00 drawn by: mmm checked by: dlu/MEH Sr. sheet no.: k" Showroom Floor - Mechanical i GENERAL NOTES: _ :, # EUH . 1. PROVIDE COMBINATION CARBON MONOXIDE METER AND ALARM CONTROLLER EQUAL TO MACURCO, INC. CM-1 B, WITH MICROPROCESSOR, THREE -DIGIT DISPLAY, ALARM RELAY, FAN T RELAY. CONTROLLER TO BE MOUNTED AT 60" AFF AT THE PROVIDE SIGNAGE TO T LOCATIONS SHOWN ON THE DRAWINGS. INDICATE WHICH DOOR MUST BE OPEN THE _ ,... _._... _.__... 2. PROVIDE CARBON MONOXIDE DETECTOR EQUAL TO MACURCO, INC. MINIMUM 30" FOR FAN CM-21A CONFORMING TO UL-2034 WITH FAN RELAY, ALARM EF-10 TO OPERATE. l ' RELAY AND MOUNTED AT 60" AFF AT THE LOCATIONS SHOWN ON :I THE DRAWINGS.tz 3 CONTROLLERS FOR THE TEMPERATURE SENSORS SERVING RTU 12,13, AND 14 ARE TO BE LOCATED IN FIXED OPS. DIRECTOR PROVIDE DOOR SWITCH AT 14"0 CO DUCT UP THRU ROOF TO PROVIDE DOOR SWITCH AT ROOM 146. GARAGE ROLL -UP DOOR COEF-2, WITH BAROMETRIC DAMPER E ; GARAGE ROLL -UP DOOR INTERLOCKED WITH FAN ,;'.. ' MTD AT 10'AFF AND COUNTERBALANCED INTERLOCK. WITH FAN EF-10 TO PREVENT FAN ;. :- ...; ....... <', -w, TO HANDLE THE FULL FAN CFM INTAKE EF 2 TO PREVENT FAN FROM OPERATING IF DOOR EF=-10 MTD_. S CLOSED. WHEN ALL FLOOR OUTLET ARE C FROM OPEF.ZATI G 0 R IS NOT OPEN ATLEAST 30'. ON ROO,F r.. , .._. "' ' - PROVIDE CLEANOUT AT 24"AFF IN - 0" 15 NOT 0 ATLEA OPEN S]' - VERTICAL FOR RNS f" EQUIPMENT AND DUCTVIDE PENETRATIO AT ROOF. z z... ..... .. t ...................... .......... ......................._W ... _........... ........... :. :n M �120) SCALE: 1 /8" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: a � oe o cv w COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 J LL s U� ® 0 0 0 0 c a E 0 (f) 4) c U 0 project no.: 249-00 drawn by: mmm checked by: dlu/MEH Sr. sheet no.: kfl 2 0 Service Shop - Mechanical Marietta Street, NW ita, Georgia 30318 31.8370, 404.881.8173 (f) zennergrouLin .corn B 0 J RIGHTED DOCUMENT F2AWING AND THE ASSOCIATED SONIC FILE ARE PROVIDED AS FRUMENT OF SERVICE FOR THE ;T LISTED BELOW. THE DESIGNS 3ENTED IN THESE DOCUMENTS J THE SOLE PROPERTY OF THE :R GROUP, INC. ANY USE OF DOCUMENTS FOR PURPOSES THAN THOSE ASSOCIATED WITH OJECT LISTED BELOW, WITHOUT .PRESS, WRITTEN PERMISSION ZENNER GROUP IS PROHIBITED, I THE ZENNER GROUP, INC. .I a n C e S 3RESS SET 1-30-04 3RESS SET 3-03-04 ;ONSTRUCTION 3-22-04 C7 0 C: >1 E 0 U) Now L � m �n rr� ♦/ 4- ® U e v ..✓ ® rn D u cu t no.: 249-00 by: mmm ed by: dlu/MEH Sr. no.: F 11 1A) Second Floor - Mechanical 3 ... w....:: . :.. > . - '•. , s .. ..__ _... ': - I F 5J : z : _. F �( ._... ,.. _. .. s i ! J .,......,. " < . ....... .. . .. .. I; . a, �'r....... sc . > .:. , .. {€ __ . /... :\ , E1: µ ::: ,: .: { ri•; "3:' .. • is . , -- p . . I EF-1 EF-2 . EF-10 ;: ,, < •' . _ _ 1. _ _ _.. .:...:..-__ _ . .... _. .....,.....- ....... ...._ _.... ..:....:.._ .... .. ,. _ ...........:................ .......... ._ 11 i . ` ;. ...... ...............I...........................,............................................................................................................................................ .... :::........... ....' .'....... .. ... :..... ....... f .. .. ..:. :.. ......... ..................... .....w......—..... .......................................................................................................................................n.,., n...... v. ... {t. y:'_: ............... ... .. I ,................... .................................................................................................. ...... .... ........ ..... ..... : -• ........... ......::::::....... .....-c ... .... .. ........... ..... .. ........ ............................................................ .. ........ ... .................................................... .................... ................................. ........... ................... ... .. ................ ..... ... ..... .......................... ...... .. .. ................ ...::,,,,................ ............................ , ....... .. .. .. .............. :,: ............................. .. ...... .. ... : IN .. ..............................— ......................... .. .. .............. .... ................... ...... .. ... ...... .. I. ..... ... :: , , . '. - . r ,-, ,. COEF- 4 { .. II i —_....: i - EF 4 ,. ,. .. , ..._i �, r,„... ._..,,: F -..... . 'c .... - ,.......% .. ........ ' ............ .................. ...... ...... ..... .. ... ........... ............_. .. ...... .. .................................... ....................................... , RTU-14 E ...... .... .... ... .......... "F :.. f ,7 RTU_12 ._.... __...._..... ..... ... ...... .............. ._. ._. .... ...... .. a ........ ........... ...... ........... .. ....... ............ ........ ::: ...... ..................... ................ ..... ........ .... ....... ............ ..,. ......... ...... ................ ...... ...... .. _..............__.._..... .. ..._............ ... ...... .............. ...._ ... ............. : ... .. RT -5 .. 3 ,..... _.. ., .:._..... II . II ::::: .... .. ' .. IA - RTU-8 ::-:. .........RTU- 4 : : : : . , . ._ .. , ... ..' _ .. : ._............. ...... ......... • --- _ ...._ • ; ,.._ E _ . . . : - -- _-.... ..__ ..... .... _ ._ .I....... _ ....._... ......... .....I. RT iRTU . • RTU-10 . R TU . . —....�� .Z�. -.�. ..::�::II�. .. , :. ,.,. ..: . _. ... ., I .... 1. . .�:�::.1�....%...-..: ... ,II�.J.- .::.. � :: .., >:. .: <.: ..w : ,,: ®0 .. _. . ..,..... --— ..:::..—'. '.-:::.�.. ".:.e.,..I. �.-,...*. :...�:...I.i 1' t�—��...�., ... ,: 'e'"_ , .. .......... :: :.. . . . —.��: �: .. :: :::............................................. ...... ........ ___ ......... 3 .;I.. .::;. �:.:..-. ",..�...�.: ....t. ... :. .`,.�-".. .; l,I ­ !'1 .. .*',.:..q�.;t�tz..�!�:zI�..:., " i ..e... ..... .�.Ri .1�...." .:;.:;—. ... .:..:...:I-�: .� :: , , :; EF .7 _ .. f —r.,, . :: __ .., .... :t.. „ . ... ;, ..... ,�`�� .:::.: .RTU 3 _ _ _ ;�.:1;1� :'.:1!;;;,:i�!�I:��. ,. RTU 15 , ; ' EF-5 ..,, .... i' ': �f: ,. '• .......... Y : : TU-13 �— RTU-11 ................................. ..... ............................. ..... ...........................I...... ,\ <... .. :., ....... ..... ................ .. _. ..._... _ - _...... . r -.. „ .. _..;. �" „, ,,r \� , . 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'.". .__ A ,-/ Roof Plan- — MECHANICAL M�21 1% SCALE: 1 /16" — 1$-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro` uup.com seal: It 0 cv 0 (" aN O I" Ntt LEI ; NJ� L Iy F- . Iu ► A I COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS .' REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF ti THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 . project no.: 249-00 drawn by: BL checked by: dlu/MEH Sr. sheet no.: t .R -- , 3 o 1" Roof Plan - Mechanical i LEGEND & ABBREVIATION ABBREVIATION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION SW NEW SANITARY WASTE ABOVE FLOOR A/C ABOVE CEILING V - - - - - - - NEW SANITARY VENT AD AREA DRAIN SW - - SANITARY PIPING BELOW FLOOR AFF ABOVE FINISHED FLOOR OW - - OIL WASTE PIPE BELOW FLOOR AFG ABOVE FINISH GRADE CW - - DOMESTIC COLD WATER A.P. ACCESS PANEL HW - - DOMESTIC HOT WATER B/F BELOW FLOOR HWR --- HOT WATER RETURN/RECIRC B/G BELOW GRADE FW F FIRE WATER BFP BACKFLOW PREVENTER GV SHUT-OFF VALVE BWV BACKWATER VALVE -�f--�-t-f-f--1-t--t-1` EXISTING PIPING CLG CEILING WHA �_ WATER HAMMER ARRESTOR 'SIZE' CONN CONNECTION 0-- PIPE RISE (UP) CONT CONTINUATION C PIPE DROP (DN) DFU DRAIN FIXTURE UNITS - p BALL VALVE DN DOWN BV- BALANCING VALVE DWG(S) DRAWING OR DRAWINGS -+I�--- UNION ER EXISTING TO BE REMOVED CV �.� CHECK VALVE ERM EXISTING REMAIN PRV PRESSURE REDUCING VALVE EX EXISTING ®- CW, BELOW FLOOR (W/NO JOINTS) EXT EXTERIOR NFWH 3 NON -FREEZE WALL HYDRANT FAV FRESH AIR VENT iE-1Fl(-1(--1E-1E1f-1flfBE'-If -1F EXISTING PIPING TO BE REMOVED FFE FINISHED FLOOR ELEVATION FL FLOOR FCO- FLOOR CLEANOUT GCO GRADE LEVEL CLEAN OUT WCO ID WALL CLEANOUT NFHB NON -FREEZE HOSE BIBB _)0 P-TRAP H/C HANDICAP ACCESSIBLE FD ® FLOOR DRAIN HD HUB DRAIN O SPRINKLER HEAD I.E. INVERT ELEVATION GH WALL MOUONT AIR OUTLET 0 44" AFF MTD MOUNT ® AIR OUTLET 0 STRUCTURE TO REEL AIR HOSE OW OIL WASTE CONTRACTOR SHALL TAKE EXTRA CARE IN COORDINATING W/ OTHER TRADES FROM HEREON RL/ERL ROOF LEADER/EMERGENCY RAINLEADER RD/ERD ROOF DRAIN/EMERGENCY ROOF DRAIN RW/ERW RAINWATER/EMERG. RAINWATER SV XX SOIL OR WASTE STACK DESIGNATION STACK NUMBER SW SANITARY WASTE SS STORM SEWER XX WATER RISER DESIGNATION LEADER NUMBER T.P. TRAP PRIMER TYP TYPICAL U.G. UNDERGROUND VTR VENT THRU ROOF PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE NUMBER DESCRIBTION CW HW WASTE VENT MOUNTING HEIGHTS REMARKS WC1 WATER CLOSET (FLUSH VALVE) 1" - 4" 2" FLOOR - WC2 WATER CLOSET (FLUSH VALVE - ADA) 1" - 4" 2" FLOOR HANDICAP WC3 WATER CLOSET (TANK VALVE) 1/2" - 4" 2" FLOOR - WC4 WATER CLOSET (TANK VALVE - ADA) 1/2" - 4" 2" FLOOR HANDICAP UR1 URINAL 3/4" - 2" 2" STANDARD WALL HEIGHT UR2 URINAL -ADA 3/4" - 2" 2" WALL HEIGHT - LAV1 LAVATORY (COUNTER UNDERMOUNT) 1/2" 1/2" 1 1/4" 2" LAV2 LAVATORY (COUNTER UNDERMOUNT) ADA 1/2" 1/2"- LAV3 LAVATORY (WALL HUNG - ADA HEIGHT) 1/2" 1/2" 1 1/4" 2" 34" TO TOP OF FIXTURE _ LAV4 WASH FOUNTAIN 3/4" 3/4" 3" 2 FLOOR _ SH-1 SHOWER 1/2" 1/2- 2- 2" SH-2 SHOWER (ADA) 1/2" 1/2" 2" 2" EWC ELECTRIC WATER COOLER (DUAL RECESS) 1/2" - 1 1/4" 2" RECESS MOUNT _ MS1 MOP SINK 1/2" 1/2" 3" 2" FLOOR - S1 BREAK ROOM SINK 1/2" 1/2" 1 1/2" 2" - - EW1 EYE WASH - - 1-1/2" 2" 36" AFF 1 /2"TEMP. WATER NFHB NON- FREEZE HOSE BIBB 3/4" - - - - - W131 WASHER BOX 1/2" 1/2" 2" 2" - - IM1 ICE MAKER 1/2" - - - - - J1 JAN. SINK 1/2" 1/2" 3" 2" - - 1. ALL UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. VERIFY EXACT LOCATION AND INVERT ELEVATIONS AT FIELD BEFORE BEGINNING WORK. 2. ALL PIPING PASSING THRU WALLS OR FLOORS SHALL HAVE WATERPROOF SLEEVES. 3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE EQUIPMENT ARRANGEMENT. CONTRACTOR SHALL MAKE ALLOWANCES FOR FITTINGS, TRIMS, ACCESSORIES AND MANUFACTURER'S SHOP DRAWINGS AND DIMENSIONS AS REQUIRED. 4. WALL HYDRANTS SHALL BE MOUNTED V-6" ABOVE FINISHED GRADE UNLESS NOTED OTHERWISE. 5. ALL FAUCETS, SUPPLIES, ANGLE STOPS AND P-TRAPS SHALL BE CHROME PLATED BRASS. 6. WATER HAMMER ARRESTER WHA "A" SHALL BE REQUIRED ON EACH HOT AND COLD WATER SUPPLY PER BATHROOM GROUP, TOILET AND ETC. 7. CONTRACTOR SHALL PROVIDE AND INSTALL SHUT-OFF VALVE AT ALL BRANCH WATER PIPES OF COLD AND HOT AT FIXTURE CONNECTIONS. PRESS. GAUGE WITH PRESS REDUCING VALVE #1 COCK (TYP.) STRAINER W/ VALVED BLOWOFF GATE VALVE (TYP) 2-1/2. PRESSURE GAUGE L-2-1/2" BY-PASS\ 2-1/2- NORMALLY CLOSED GLOBE VALVE (TYP) ARRESTOR "D" WATER HAMMER 2-1 /2" PRV #2 VACUUM 3/4"HB W/ V.B. 5'-0" FIN. FLR. NOTE: IF PRESSURE CONTINUOSLY BELOW 80 PSI WATER THEN PRV STATION NOT REQUIRED SERVICE 1 PRESSURE REDUCING STATION P001 NOT TO SCALE ASME PRESSURE & TEMPERATURE RELIEF VALVE M�P SINSIN PLUMBING FIXTURE SCHEDULE WC1 WATER CLOSET - KOHLER WELCOMME NO. K-4350 FLOOR MOUNTED WHITE VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD. SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. WC2 WATER CLOSET, BARRIER FREE - KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MOUNTED, 17" HIGH, VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 10CC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. WC3 WATER CLOSET - KOHLER WELCOMME NO. K-4350 FLOOR MOUNTED WHITE VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD. SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. WC4 WATER CLOSET, BARRIER FREE - KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MOUNTED, 17" HIGH, VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. UR1 URINAL - KOHLER DEXTER NO. K-5016-ET, WASHOUT, 3/4" TOP SPUD, 14" RIM, VITREOUS CHINA, 1.0 GPF. SLOAN REGAL FLUSH VALVE NO. 186-1-YB RIM. ZURN FLOOR CARRIER Z-1218, MOUNT AT 22" AFF TO TOP OF RIM. UR2 URINAL - KOHLER DEXTER NO. K-5016-ET, WASHOUT, 3/4" TOP SPUD, 14" RIM, VITREOUS CHINA, 1.0 GPF. SLOAN REGAL FLUSH VALVE NO. 186-1-YB RIM. ZURN FLOOR CARRIER Z-1218, MOUNT AT 17" AFF TO TOP OF RIM. LAV1 OVAL LAVATORY - UNDERMOUNT ADA LAVATORY, KOHLER K-2602-S-4 WITH 4" CENTER DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2" GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. LAV2 OVAL LAVATORY - UNDERMOUNT ADA LAVATORY, KOHLER K-2602-S-4 WITH 4" CENTER DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2" GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. LAV3 LAVATORY, BARRIER FREE - KOHLER KINGSTON K-2005, 20"X18" VITREOUS CHINA, WALL HUNG, 4" CENTERS, PROVIDE FLOOR CARRIER WITH CONCEALED ARMS. DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRUCTURE, GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. LAV4 WASH FOUNTAIN - BRADLEY SEMI -CIRCULAR STAINLESS STEEL WASH FOUNTAIN, MODEL 2703F, WITH OPTIONAL METAL POWDER SOAP DISPENSER, 36" FOOT OPERATED TYPE "A" BOWL. EWC ELECTRIC WATER COOLER, BARRIER FREE - OASIS NO. MLF8CR, DUAL, STAINLESS STEEL, 115V. RECESS MOUNT. MS1 MOP RECEPTOR - FIAT MOLDED STONE NO MSB 3624, 36"X24", COMBINATION DOME STRAINER AND UNIT BASKET. CHICAGO NO. 540-LD-897S-WXF SERVICE SINK FAUCET, VACUUM BREAKER, MOP HANGER AND HOSE/BRACKET. 51 BREAK ROOM SINK - ELKAY, LUSTERTONE NO. LR-3321, 33"X21-1/4" STAINLESS STEEL DOUBLE COMPARTMENT, SELF RIMMING, 3 FAUCET HOLES, FAUCET NO. LK-4100 SWING SPOUT, DECK MOUNT, SINGLE LEVER HANDLE, LK-335 DUO STRAINER, AERATOR, PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. W81 WASHER BOX - WATER TITS #87211 IM1 ICE MAKER BOX - WATER TITS # 88015 EW1 WALL MOUNT GENTLE SPRAY EYE WASH, GUARDIAN EQUIPMENT G1814SC-HS. FD FLOOR DRAIN - ZURN Z-415-P WITH 'TYPE B' ADJUSTABLE STRAINER TOP WITH SQUARE HEELPROOF OPENINGS AND SECURED GRATE. DURA COATED CAST IRON BODY WITH TRAP PRIMER CONNECTION, 3" DRAIN WITH 7 SQ IN. OPENING FOR TOILET DRAINS AND 4" DRAIN WITH 17.5 SQ IN OPENING FOR SHOP AREA DRAINS. SD SHOP DRAIN - ZURN Z-645-HD, 12x14 TOP X-HEAVY DUTY DRAIN WITH SEDIMENT BUCKET, HINGED GRATE AND INTERNAL TRAP. GRATE SHALL BE SIZED FOR VEHICLE TRAFFIC. TP TRAP PRIMER - ZURN Z-1022 SANI-CARD. CONNECT TO CW WITH VALVE, EXTEND TPP TO FLOOR DRAIN AS REQUIRED, 1/2" CW. TD-1 TRENCH DRAIN - J.R. SMITH # 9818-G-M NFHB HOSE BIBB, INSIDE - WOODFORD MODEL 24P, TEE KEY, BRASS CONSTRUCTION, POLISHED CHROME PLATE WITH MODEL 34HF VACUUM BREAKER. RD ROOF DRAIN - J.R. SMITH #1010 11" DIAMETER ROOF DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE CAST IRON DOME. PROVIDE EXTENSION AS REQUIRED. SIZE TO PIPE SIZE. ERD ROOF DRAIN - J.R. SMITH #1070 11" DIAMETER ROOF DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE CAST IRON DOME. PROVIDE EXTENSION AS REQUIRED. SIZE TO PIPE SIZE. AD AREA DRAIN J.R. SMITH #2410 BWV BACKWATER VALVE J.R. SMITH #7022 MINIMUM 4i CHECK VALVE (TYP.) WHA "A" - GATE VALVE (TYP.) 1-1/4"CW 1-1/4"HW 3/4"HWR -UNION ( ) EXPANSION TANK WATTS # DETA-5 HWRP-1 ►a GALVANIZED STEEL DRAIN PAN AS REQ'D 1po DFAIIgqNBB PAN LINE BY LOCAL CODE MOP4 SINKOASIN 18" HIGH NON CORROSIVE SUPPORT STAND FOR WATER HEATER r2 ELECTRICAL WATER HEATER DETAIL NOT TO SCALE " 36" MANHOLE COVER AND FRAME LABEL AS "SAMPLING BOX" UNDISTURBED s OIL & WATER SAMPLING BOX P001 NOT TO SCALE PRESSURE GAU SIGHT GLA TO AUTOMATIC SPRINKLERS DRAIN VAL1 4" RUBBER BOOT TYPE PLUMBING GENERAL NOTES 1. ALL PLUMBING WORK SHALL CONFORM WITH ALL STATE AND LOCAL CODES, RULES AND REGULATIONS. 2. CONTRACTOR SHALL SECURE AND PAY FOR PLUMBING PERMITS. ALL OTHER FEES AND TAXES SHALL BE INCLUDED IN PLUMBING CONTRACT. 3. MAKE PROPER WASTE, VENT, HOT AND COLD WATER CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, EVEN THOUGH ALL BRANCHES, ELBOWS, AND CONNECTIONS ARE NOT SHOWN. 4. THIS CONTRACTOR SHALL REPAIR ANY STRUCTURE DAMAGED DURING CONSTRUCTION, INSTALLATION OR REMOVAL OF EQUIPMENT OR FIXTURES TO MATCH THE EXISTING AND/OR PROPOSED FINAL CONDITION. 5. ALL FIXTURE CONNECTIONS SHALL BE OF NEW FITTINGS. 6. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCE OR CONFLICTS. 7. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT CONNECTIONS. 8. THE COMPLETE WASTE SYSTEM SHALL BE RODDED-OUT AND FLUSHED CLEAN BEFORE FINAL INSPECTION AND/OR TURNING THE BUILDING OVER TO THE OWNER. 9. FLUSH, CLEAN AND DISINFECT THE ENTIRE DOMESTIC WATER PIPING SYSTEM, SEE SPECIFICATIONS. 10. WHERE PIPE PENETRATIONS OCCUR THAT ARE VISIBLE, INSTALL CHROME ESCUTCHEON TO COVER SLEEVE AND/OR CAULKING. 11. ALL FIXTURES AND EQUIPMENT SHALL BE KEPT CLEAN DURING ALL CONSTRUCTION AND SHALL NOT BE USED DURING CONSTRUCTION. 12. THE HOT ,COLD & HOT WATER RETURN WATER PIPING SYSTEMS SHALL BE INSULATED THRU-OUT THE PROJECT, SEE SPECIFICATION. VENT ROOF 4" P PIPE 4" R' B001 'LOW SWITCH FLOOR CONTROL VALVE WITH TAMPER SWITCH WALLCOVER AND SCREW ,RIFICED UNION ISPECTOR'S TEST ;PRINKLER SUPPLY DRAIN RISER 3 SPRINKLER SUPPLY PIPE 1 P001 NOT TO SCALE 13. ALL SLOPES AND INVERT ELEVATIONS SHALL BE CHECKED BEFORE ANY PIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED (SEE NOTE 6). 14. ALL WATER PIPING INSTALLED BELOW SLAB SHALL BE TYPE "K" SEAMLESS SOFT DRAWN COPPER, NO JOINTS SHALL BE INSTALLED BELOW FINISHED FLOOR SLAB. 15. REFER TO DRAWING M310 FOR ROOF TOP RAIN STORM DRAIN INFORMATION. RAIN STORM DRAIN RISER IS SHOWN ON DRAWING P003. 16. ALL FLOOR DRAINS SHALL BE TAPED CLOSED DURING CONSTRUCTION TO PREVENT CLOGGING OR GRATE DAMAGE. 17. ALL FLOOR DRAINS SHALL BE INSTALLED WITH TRAP PRIMER AND 1/2-CW EXTENDED FROM NEAREST COLD WATER PIPE. 18. WASTE PIPING 3 INCHES AND LESS SHALL BE SLOPED AT 1/4 INCH PER FOOT, WASTE PIPING LARGER THAN 3 INCHES. SHALL BE SLOPED AT 1/8 INCH PER FOOT, UNLESS OUTERWISE NOTED. 19. HOT WATER PIPING LOCATED WITHIN EXTERIOR WALLS SHALL BE INSULATED AND SHALL BE INSTALLED INSIDE OF THE BUILDING'S INSULATION ENVELOPE. 20. EXTERIOR WALL HYDRANTS SHALL BE INSTALLED WITH OUTLET APPROXIMATELY 18 INCHES ABOVE FINISHED GRADE. 21. CORDINATE CLOSELY THE ANCHORING OF THE FIXTURE SUPPLY, AND OTHER WATER SUPPLIES ALIKE THAT ABSOLUTELY NO IN AND OUT MOTION OF THE HEAD OR EXPOSED PIPING WILL OCCUR. 750 GALION OIL & WATER SEPARATOR NOT TO SCALE FLOOR DRAIN TRAP PRIMER CONNECTION DETAIL NOT TO SCALE EMENT SAMPLING "T" 4" PVC OR D.I.P. OUTLET PIPE TO SAMPLING BOX R 'E SUPPLY TO SYSTEM . PRESSURE GAUGE (TYP) ALARM CHECK VALVE E ALARM TEST VALVE MAIN DRAIN VALVE 8" SUPPLY MIND 48" MAX 60" DOUBLE CHECK VALVE ASSEMBLYu W W WITH TAMPER SWITCHES NOTES: WATER HEATER - ELECTRIC HEATER NUMBER EWH-1 SPEC. TYPE LOW BOY LOCATION WALL MOUNT A/C STORAGE, GALLONS 50 RECOVERY, GPH 35 ENTERING WATER TEMPERATURE, *F. 50 LEAVING WATER TEMPERATURE, 7. 120 INPUT, KW 6KW ELECTRICAL CHARACTERISTICS 208V/3 PH DESIGN BASIS A 0 SMITH PLJF-50D REMARKS 1-1/4" CW/HW ELECTRICAL PUMP SCHEDULE UNIT HWRP-1 SERVICE HOT WATER RETURN GPM 28 HEAD, FT 18 MINIMUM EFFICIENCY, % - MINIMUM MOTOR HP 1/6 ELEC CHARACTERISTICS 120/1/60 DESIGN BASIS B&B MODEL SERIES PR EQUIPMENT DIMENSION - REMARKS - UNISTRUT P-1100 SERIES PIPE CLAMP, USE FOR PIPING (TYPICAL) NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MIN. OF 2) ONLY ONE IS SHOWN FOR CLARITY. UNISTRUT SUPPORT NUT .(TYPICAL) 20 GA. GALV. 12" LONG METAL SHIELDS SHALL BE USED AROUND INSULATION AT ALL SUPPORT LOCATIONS (TYPICAL)- INSULATION (TYPICAL) PIPE (TYPICAL) CONDUIT (TYPICAL) UNISTRUT UNI-CLIP CLAMP, USE FOR ELEC. CONDUIT.- UNISTRUT 1 5/8"x1 5/8" CHANNEL SUPPORT (TYPICAL) 1. ALL PIPE CONDUIT, ETC. OF ALL TRADES SHALL BE COMBINED ON SAME SUPPORT CHANNEL WHERE PRACTICAL. 2. SUPPORT CHANNEL LENGTH SHALL NOT BE DETERMINED UNTIL ALL PIPING, CONDUIT, ETC. TO BE SUPPORTED IS COORDINATED. 3. SUPPORT CHANNEL SPACING SHALL BE NO MORE THAN 10'-0". PIPING SUPPORT ABOVE CEILING NOT TO SCALE -WATER MOTOR GONG ELECTRIC ALARM SWITCH RETARD CHAMBER DRIP RECEIVER SPRINKLER RISER FINISHED FLOOR 5 WET PIPE SPRINKLER RISER P001 NOT TO SCALE 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergrouQ.com seal: tt 0 N N L w v n- &. J � COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL � 0 n �/ _W -� 0 0 0 >1 'E (D ® vl L_ VJ E +_j vl �W 0 > 2� +_j 0 n1 � .® > 0 0 0 project no.: 249--00 drawn by: CfC checked by: dlu/MEH Sr. sheet no.: f 004 Plumbing Symbols, Legend, Details, General Notes, and Fixture Schedule 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: N � oN ry W Gj TL COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 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WC3 3" FD W/TP 4 SW—DN :_ 2"W-UP, ,. : I . ,< : 3 3 u k WC4, 2" V—UP1:11. I g �t` , ;1< I . =1 .; ---i-T-' --- 1�4" 5W :. ,. 11R2 3 ;X LAV3' .._. L..: WCO , 7:\-3- V—UP W/WCO �.. .. : , : : , . ... ... .. s,1. � 7r D= Atj �ffilrll 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 4 4.881.8173 f 0 www.zennergroup.com seal: I It N " O lu cm)�— cv $ a. L J U- 4 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (D'2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 j LL CU c ff C)% (.0 U ® 0 c S. >I E (D 0 U) 4-J F� 1 EW (n c: M +Ej W W 4- a) 0 4-i > 2� .0- 0 >1 Al � W W 4�j > au ® M L_ E Q Q) 0 j � c: :3 0 Q U Q) C 0 F__ project no.: 249-00 drawn by: cfc checked by: dlu/MEH Sr. sheet no.: .= OKA 1pi ��I ShowroomFloor Sanitary & Waste 2E 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro u, p.com seal: a a� w COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LLL U c D — o 0% cz U ® 0 C >1 E 0 Q) o vn 4� 0 > °® > 4-1 ® 0 E T project no.: 249-00 drawn by: cfc checked by: dlu/MEI-I Sr. sheet no.: Showroom Floor - Water SERVICE SHOP - SANITARY 15" RW 24,084 SQ. FT. REFER TO CIVIL DRAWINGS: FOR CONTINUATION I.E. —3.97' 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: �r �0 W COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OFT HE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL 6 0 0 c: >1 E D0 � E, V! ca -i=-j 0 (� 0 4-1 project no.: 249-00 drawn by: cfc checked by: dlu/MEH Sr. sheet no.: R1 20 is P ro SCALD 1 /8„ = 1,_0" Service Shop - Waste L 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: �e Gj vQ o �cv w n- L COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED, 02004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 ._j LL ■ U 4-j C ® rr0 n V ® ® c: >1 E V 0 U) �0 0 �/ ♦ 4— p, ■ ® (� 0 0 project no.: 249-004� drawn by: cfc checked by: dlu/MEH Sr. sheet no.: -2 SERVICE SHOP - WATER & AIR P�121% SCALEI 1/8" = 1'-0# Service Shop - Water Ulu �PY1YlPP i2v"" Ilk-17% . e— I k JI'Mi ... ... ..... . ...... ...... ...... .... . . ......... . ...... ....... . .. .................. ............. . ..... ..... . . . . ..... .. . . ........... . .. . . ... . ........ . . ....... .. .. ..... . . ...... . . ...... . ............. . ..... . ... ............... ......... ........ ................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ::............v............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . ... rl .......... . ....... . ...... .... .... .. .......... . ... ....... ............. I cim 4�1 ........... h........... ............ I ............ ............ ............ . ............. ..... .... ... .... . ............ .................. .... .. .... ....... — — ................ ........................ I. . . . . . . . . ... ............................................... — I : ........... - --------------------- ........................... ............. ............................................ ... ......... ................... ... ................... ... ................... ... ....... . ................ . .. .. . . .. ... . . . . . . .. . .. . . .. .. ................. . . . . . . . . . .. . .... .. .. ......... ... .. .. . . ... .... ...... ............ . . . . . .................... . . .... . .. . ...................... . . . . . .................................. .......... ............................ .......... . . . . .. ....... . . . . ----------- ... ....... ............ .......... . . . . . . . . . . . . . . - ............ .... ................... ... ... .... ... ................... .... . ............. ........... . .. ...... . . .............. . . . . .... . . . . . . . . . . . . . . . . .... . .... ... ............. ................................ ......................................... ....................... ................. . ......... ............... ........... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ; .......... ........... ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . izISECOND FLOOR WATER - P(21 0) SCALE, 1/8// = 1/-0# Is SECOND FLOOR SANITARY P210) SCALE: 1-/8# — 1/-0// 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) w w w. z e n n e r g r a u p. c o m seal: LJi COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITI-Iour THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 02004 THE ZENNER GROUP, INC. lissuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 project no.: 249-00 drawn by: cfc checked by: dlu/MEH Sr. sheet no.: P2 D Second Floor - Plumbing a LIGHTING FIXTURE SCHEDULE REFER TO ELECTRICAL SPECIFICATI❑NS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT NECESSARILY BE REFLECTED IN CATALOG NUMBER AND/OR DESCRIPTION IN THIS SCHEDULE. MARK DESCRIPTION MOUNTING VOLTS LAMPS REMARKS MARK DESCRIPTION MOUNTING VOLTS LAMPS REMARKS A RECESSED 2'x4' 3 LAMP PARABOLIC FIXTURE WITH LOW IRIDESCENT SPECULAR 18 CELL LOUVER, BLACK REVEAL, 6" DEEP HOUSING, 3" DEEP CEILING RECESSED 277 (3) F32T8/3500K - T 4" DIA., LINE VOLTAGE RECESS MOUNTED INCANDESCENT FIXTURE WITH CLEAR ALZAK REFLECTOR, PRE -WIRED J-BOX, DAMP LABEL AND RECESSED CEILING 120 (1) 50 WATT R-20 _ LOUVER, ELECTRONIC BALLAST AND T8 LAMPS. THROUGH WIRING RATED. HUBBELL # P424-332-G-LS-3x6(18)-S-EB8-277. PRESCOLITE # IBX4-120-TA120(C). Al SAME AS TYPE 'A' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 CEILING 277 (3) F32T8/3500K - U 1X4, 2 LAMP SURFACE MOUNTED MODULAR FIXTURE WITH WHITE BAKED SURFACE 277 2 F32T8 3500K _ TO 1400 LUMENS OUTPUT. RECESSED ENAMEL STEEL HOUSING, ACRYLIC PRISMATIC LENS, T8 LAMPS AND ELECTRONIC BALLAST. HUBBELL # EWN-4-232-EB8-277. MOUNTED A2 SAME AS TYPE 'A' EXCEPT WITH TWO BALLASTS FOR SWITCH CONTROL OF INBOARD/OUTBOARD LAMPS INDEPENDENTLY. CEILING RECESSED 277 (3) F32TB/3500K - V 8' SURFACE MOUNT ONE CIRCUIT TRACK, WHITE FINISH, HEAVY GAUGE EXTRUDED ALUMINUM. PRESCOLITE # AKT8 WH (W). FIVE (5) FIXTURES PER 8' TRACK SECTION. TRACK MOUNTED LINE VOLTAGE ROUND BACK CYLINDER TRACK HEAD, WHITE FINISH. PRESCOLITE # AKTRCP38 M. SURFACE MOUNTED TRACK MOUNTED 120 120 PER LTG FIXTURE (1) 100 WATT PAR 38 METAL HALIDE PROVIDE ALL COMPONENTS REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM. A2E SAME AS TYPE 'A2' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 TO 1400 LUMENS OUTPUT. CEILING RECESSED 277 (3) F32T8/3500K - B RECESSED 2'x2' HID PARABOLICPROVIDE FIXTURE WITH LOW IRIDESCENT SEMI- SPECULAR 9 CELL LOUVER, BLACK REVEAL, 11 3/4" DEEP HOUSING, 3" DEEP LOUVER. HORIZONTAL LAMP ORIENTATION. HUBBELL # HH-22-M-400-G-LD-3x3(9)-S-277. CEILING RECESSED 277 (1) M400/U - W 8', 4 LAMP CHAIN MOUNTED WEATHERPROOF WRAPAROUND FIXTURE WITH IMPACT RESISTANT, UV RESISTANT, FIBERGLASS REINFORCED POLYESTER BODY, ACRYLIC DIFFUSER, ELECTRONIC BALLAST & T8 LAMPS CRESCENT# SLTT(2)2447-K4Y. SURFACE WALL 277 4 () F44T8 /3500 HIGH OUTPUT LAMPS MOUNT ON WALL AT 10'-0" A.F.F. OR CHAIN HANG AT 10'-0" A.F.F. AS NOTED ON DRAWINGS. C STEM MOUNTED METAL HALIDE LO-BAY PRISMATIC FIXTURE, QUIET BALLAST, DIE CAST ALUMINUM BALLAST HOUSING, UV -STABILIZED ACRYLIC REFLECTOR, PENDANT POWER HOOK, LOOP, CORD AND PLUG OPTION WITH FULL WIRE GUARD ON BOTTOM OF LENS. PENDANT MOUNTED 277 (1) M250/C/U/3700K METAL HALIDE LAMP DOUBLE JACKETED LAMP STEM MOUNT FIXTURE FROM STRUCTURE WITH BOTTOM OF FIXTURE AT 14'-0" A.F.F. VV1 SAME AS TYPE 'W' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 TO 1400 LUMENS OUTPUT. SURFACE WALL 277 (4) F44T8/3500 HIGH OUTPUT LAMPS SEE ABOVE. LUMARK #MHXB-PD22-250-277-TPPH-FLI-PHC-WG22 D STEM MOUNTED METAL HALIDE HIGH BAY PRISMATIC FIXTURE, QUIET PENDANT 277 (1) M400/C/U/3700K STEM MOUNT FIXTURE FROM BALLAST, DIE CAST ALUMINUM BALLAST HOUSING, UV -STABILIZED ACRYLIC REFLECTOR, PENDANT POWER HOOK, LOOP, CORD AND PLUG MOUNTED METAL HALIDE LAMP DOUBLE JACKETED LAMP STRUCTURE WITH BOTTOM OF FIXTURE AT 17'-0" A.F.F. Xl SINGLE FACE CEILING MOUNT EDGE -IT LED EXIT WITH BATTERY BACKUP WHITE HOUSING AND RED LETTERS ON CLEAR BACKGROUND. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE *-PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. OPTION WITH FULL WIRE GUARD ON BOTTOM OF LENS. LITHONIA #LRP-LED-W-I-RC-*-120/277-ELN. LUMARK # MHSS-PD22-M-400-277-TPPH-FL-I-PHC-WG22. X2 SINGLE FACE WALL MOUNT EDGE -LIT LED EXIT WITH BATTERY BACKUP WHITE HOUSING AND RED LETTERS ON CLEAR BACKGROUND. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE *-PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. E 2' X 2' RECESSED SQUARE H.I.D. FLAT PAN DOWNLIGHT WITH WHITE CEILING 277 1-MS175C/BU _ FINISH, THERMALLY ACTIVATED INSULATION DETECTOR, HPF BALLAST, RECESSED METAL HALIDE LITHONIA #LRP-LED-W-I-RC-*-120/277-ELN. ONE-PIECE SEMI-SPECULAR SPUN ALUMINUM REFLECTOR, CLEAR LENS. LITHONIA # GS-175M-277. COATED LAMP X3 SINGLE FACE BACKMOUNT LED EXIT WITH BATTERY BACKUP AND FRONT MOUNTED DOUBLE LIGHTING HEADS. HIGH-LITES ED-BP-APS-2-R-DEH. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE MOUNT FIXTURE 12" ABOVE DOOR HEAD TO CENTER OF FIXTURE EA 8" DIA. RECESS MOUNTED OPEN CONE H.I.D. DOWNLIGHT WITH SPECULAR CLEAR ALZAK REFLECTOR, WHITE TRIM RING AND SILENT PAK BALLAST. FIXTURE SHALL BE U.L. LISTED AS OPEN FIXTURE. PRESCOLITE # RHD801-150MH-WTH802. CEILING RECESSED 277 1-MH150 ED-17 METAL HALIDE DOUBLE JACKETED LAMP _ X4 DOUBLE FACE CEILING MOUNT EDGE -LIT LED EXIT WITH BATTERY BACKUP WHITE HOUSING AND RED LETTERS ON MIRROR BACKGROUND. LITHONIA #LRP-LED-W-2-RMR-*-120/277-ELN. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE *-PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. F 8% 4 LAMP CHAIN MOUNTED GENERAL PURPOSE INDUSTRIAL FLUORESCENT FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARD, SUSPENDED 277 (4) F32T8/3500K SUSPEND FIXTURES 10'-0" A.F.F. ON CHAINS X5 SINGLE FACE BACK MOUNT LED EXIT WITH BATTERY BACKUP. HIGH- LITES#LED-BP-APS-2-R. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. T8 LAMPS AND ELECTRONIC BALLAST. X6 SINGLE FACE WALL MOUNT LED EXIT W/BATTERY BACKUP, WET LOCATION UNIVERSAL 120/ FURNISHED PROVIDE DIRECTIONAL ARROWS CRESCENT # RNT(2)2327-(2)K2Y-(2)WIREGUARD. LITHONIA # LVS-W-1-R-120/277-EW-CW. 277 W/ FIXTURE AS INDICATED ON PLANS. F1 SAME AS TYPE 'F' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 TO 1400 LUMENS OUTPUT. CRESCENT # RNT(2)2327-(2)K2Y-(2)WIREGUARD-EL5B50. SUSPENDED 277 (4) F32T8/3500K SUSPEND FIXTURES 10'-0" A.F.F. ON CHAINS X7 DOUBLE FACE PENDANT MOUNTED LED EXIT W/BATTERY BACKUP. SUSPEND FIXTURE AT 9'-6" A.F.F. TO TOP OF EXIT SIGN. HIGH-LITES #LED-BP-APS-3-R. UNIVERSAL 120/ 277 FURNISHED W/ FIXTURE PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. G RECESSED 2'x4' 3 LAMP FLUORESCENT LIGHTING FIXTURE WITH ACRYLIC PATTERN 12 LENS, ELECTRONIC BALLAST AND T8 LAMPS. HUBBELL # J24-332G-FS-AI2-EB8277. CEILING RECESS 277 (3) F32T8/3500K - Y 8', 4 LAMP SURFACE MOUNTED GENERAL PURPOSE STRIP FLUORESCENT FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARDS, T8 LAMPS & ELECTRONIC BALLAST. HUBBELL # CS8-232-4EB8277-(2)CSWG4. SURFACE MOUNTED 277 (4) F32T8/3500 SURFACE MOUNTED TO BUILDING STRUCTURE G1 SAME AS TYPE 'G' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 TO 1400 LUMENS OUTPUT. CEILING RECESS 277 (3) F32T8/3500K - Y1 SAME AS TYPE 'Y' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 TO 1400 LUMENS OUTPUT. SURFACE MOUNTED 277 (4) F32T8/3500 SURFACE MOUNTED TO BUILDING STRUCTURE G2 RECESSED 2'x4' 3 LAMP FLUORESCENT LIGHTING FIXTURE WITH ACRYLIC PATTERN 12 LENS, ELECTRONIC BALLAST, WET LABEL AND T8 LAMPS. CEILING RECESS 277 (3) F32TS/3500K - Y2 4', 2 LAMP SURFACE MOUNTED GENERAL PURPOSE STRIP FLUORESCENT SURFACE 277 (2) F32T8/3500 SURFACE MOUNTED TO BUILDING HUBBELL #WLT24-332G-FS-Al2.125-EB8277. FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARD, T8 LAMPS & ELECTRONIC BALLAST. HUBBELL # CS4-232-EB8277-CSWG4. MOUNTED STRUCTURE, UNLESS OTHERWISE SHOWN H RECESS MOUNTED COMPACT FLUORESCENT FIXTURE WITH SEMI -DIFFUSED ALZAK REFLECTOR, PRE -WIRED J-BOX, CROSS BLADE LOUVER, WHITE MINI -TRIM AND ELECTRONIC BALLAST. PRESCOLITE # CFCB842DTHEB-WTCBBACL. CEILING RECESSED 277 (2) 32W TRT/3500K COMPACT FLUORESCENT - Y2E SAME AS TYPE 'Y2' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 I TO 1400 LUMENS OUTPUT. SURFACE MOUNTED 277 (4) F32T8/3500 SURFACE MOUNTED TO BUILDING STRUCTURE H1 SAME AS TYPE 'H' EXCEPT WITH EMERGENCY BALLAST FOR ONE (1) CEILING 277 (2) 32W TRT/3500K Z EMERGENCY LIGHT WITH Ni-CAD BATTERY AND 2-5.4W LAMPS. HUBBELL # EZ-2. WALL MOUNTED 277 INCLUDED - 32 WATT LAMP. RECESSED COMPACT FLUORESCENT J 4', WALL MOUNTED LINEAR FLUORESCENT UPLIGHT(1)/DOWNLIGHT(2), WALL 277 (3) F32T8/3500K MOUNT AT 7'-0" A.F.F. MATTE WHITE STEEL HOUSING, PATTERN 12 ACRYLIC LENS, ELECTRONIC MOUNTED LIGHTING FIXTURE NOTES: BALLAST, EMERGENCY BATTERY PACK AND T8 LAMPS. HUBBELL #MS6-IAU2D-T8-WMRNA-AI2-EB8277-MW-EL. 1. CONTRACTOR SHALL SUPPORT LIGHTING FIXTURES AT ALL DIAGONAL CORNERS FROM BUILDING STEEL OR STRUCTURE UTILIZING ALL THREAD ROD OR HANGER WIRE. SUPPORT LIGHTING FIXTURE INDEPENDENT OF HUNG CEILING SUPPORT STRUCTURE. 2. UNLESS OTHERWISE NOTED ALL FLUORESCENT FIXTURES SHALL BE FURNISHED WITH ELECTRONIC BALLAST, VALMONT "ULTRA -MISER; MAGNETEK TRIAD "BALLASTAR" OR MOTOROLA ELECTRONIC BALLAST, AND OCTRON (T8) ENERGY -SAVER LAMPS, G.E. TRIMLINE OR EQUAL BY PHILIPS OR SYLVANIA. 3. LAMP TYPES ARE BASED ON G.E. LAMP CODES, UNLESS OTHERWISE NOTED. LAMPS OF EQUAL CHARACTERISTICS MANUFACTURED BY SYLVANIA OR PHILIPS ARE ACCEPTABLE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING CEILING TYPES, MOUNTING ARRANGEMENTS, AND OPERATING VOLTAGE PRIOR TO ORDERING FIXTURES. K 8" DIA. RECESS MOUNTED OPEN CONE H.I.D. DOWNLIGHT WITH SPECULAR CLEAR ALZAK REFLECTOR, WHITE TRIM RING AND SILENT PAK BALLAST. FIXTURE SHALL BE U.L. LISTED AS OPEN FIXTURE. HUBBELL #1227M5-10OMH-WT842. RECESSED 277 10OMH-P38/U/830 - L METAL HALIDE PENDANT MOUNT, 10" APERTURE, DIECAST ALUMINUM. CANOPY MOUNT WITH ELECTRONIC BALLAST AND ARCHITECTURAL PENDANT MOUNTED 277 1-MH150/C/U/830 ED17 PENDANT MOUNTED, BOTTOM TO BE 16'-0" A.F.F. VERIFY WITH HEAT SINK FANS. ARCHITECT *5. ALL INTERIOR AND EXTERIOR LIGHT FIXTURES, AND LAMPS, TO BE PURCHASED AND FURNISHED BY THE OWNER. LIGHT FIXTURES AND LAMPS SHALL BE HUBBELL RDPL150MHEB-277V-DPR10C. RECEIVED, STORED AND INSTALLED COMPLETE BY THIS CONTRACTOR. COORDINATE WITH OWNER REPRESENTATIVES AS REQUIRED. M COMPACT FLUORESCENT DOWNLIGHT, WET LOCATION LISTED, 6" DIA. WITH DROP OPAL LENS. CEILING RECESSED 277 (1) F13/3500K COMPACT FLUORESCENT 6. REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHT REQUIREMENT OTHER THAN LISTED. 7. FLUORESCENT FIXTURES WITH T8 LAMPS AND SHOWN TO HAVE EMERGENCY BALLAST UNIT SHALL HAVE SINGLE LAMP BALLAST FOR LAMP ON EMERGENCY WITH PRESCOLITE # PBX-TL94-30 277V BALLAST AS SPECIFIED. 8. FLUORESCENT DOWNLIGHT FIXTURES SHOWN TO HAVE EMERGENCY BALLAST UNIT SHALL HAVE BALLAST AS SPECIFIED. N RECESS MOUNTED COMPACT FLUORESCENT FIXTURE WITH SEMI -DIFFUSED CEILING 277 (1) 32W TRT/3500K - ALZAK REFLECTOR, PRE -WIRED J-BOX, CROSS BLADE LOUVER, WHITE MINI -TRIM AND ELECTRONIC BALLAST. PRESCOLITE # CFCB832THEB-WTC68ACL. RECESSED COMPACT FLUORESCENT 9. FIXTURES, AS NOTED (SEE LEGEND), AND AS SHOWN ON THE LIGHTING DRAWINGS SHALL BE PROVIDED WITH EMERGENCY BALLAST. PROVIDE AN UNSWITCHED HOT WIRE IN CIRCUITRY TO EVERY EMERGENCY FIXTURE FOR VOLTAGE SENSING. INSTALL THE EMERGENCY BALLAST INSIDE OF FIXTURE IN BALLAST COMPARTMENT. CONNECT EMERGENCY BALLAST TO ONE LAMP IN FIXTURE. PROVIDE TEST/MONITOR PLATE WITH TEST SWITCH AND CHARGING INDICATOR LIGHT. MOUNT MONITOR N1 SAME AS TYPE 'N' EXCEPT WITH EMERGENCY BALLAST FOR ONE (1) CEILING 277 (1) 32 WATT TRT - PLATE FLUSH ON CEILING ADJACENT TO FIXTURE CONTAINING EMERGENCY BALLAST. 32 WATT LAMP. RECESSED COMPACT FLUORESCENT P WALL MOUNTED STEEL HOUSING COMPACT FLUORESCENT FIXTURE WITH POLYCARBONATE LENS, WHITE FINISH, GALVANIZED STEEL BACK PLATE, MAGNETIC BALLAST AND LAMPS. SURFACE MOUNTED 120 (2) PL-S13 FURNISHED WITH FIXTURE MOUNT 36" A.F.F. IN ELEVATOR PIT. HUBBELL # ZT26FW. Q 4 FOOT 2 LAMP FLUORESCENT LIGHT STRIP WITH BAKED WHITE ENAMEL REST ROOM 277 (2) F32T8/3500 PROVIDE 1/2" X 1/2" X 3/4" WHITE HOUSING, SYMMETRIC REFLECTORS AND ELECTRONIC BALLAST COVE WHITE EGG CRATE LENS. PROVIDE CRESCENT# 5CF2327-SYMC40-K2Y. LENGTHS FOR COVE AS REQUIRED. R WALL MOUNTED METAL HALIDE FIXTURE WITH DIE CAST ALUMINUM SURFACE 277 1-100 WATT, METAL SEE ARCHITECTURAL HOUSING, DARK BRONZE FINISH, CLEAR PRISMATIC POLYCARBONATE HALIDE COATED LAMP ELEVATIONS LENS AND HPF BALLAST. EXCELINE SPW-10-3-MA-L-8. S 30", WALL MOUNTED INCANDESCENT LIGHTING STRIP WITH FOUR (4) SURFACE 120 (4) 60 WATT MEDIUM MOUNT ON WALL ABOVE MIRROR. SOCKETS ON 7.5" CENTERS FOR MEDIUM BASE G-LAMPS (60 WATT BASE G-LAMPS. COORDINATE EXACT LOCATION. MAXIMUM). POLISHED CHROME FINISH. FROSTED LAMPS. PROGRESS # P3115-15. ELECTRICAL SYMBOL LEGEND MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTER LINE OF DEVICE OR OUTLET. HEIGHT MAY VARY TO CONCIDE WITH BUILDING CONSTRUCTION. REFER TO DETAIL DRAWINGS FOR ANY APPLICABLE INSTALLATION DETAILS. SYMBOL DEVICE OR ITEM DESCRIPTION MTG. HEIGHT SYMBOL DEVICE OR ITEM DESCRIPTION MTG. HEIGHT ® PANEL BOARD 277/480 VOLTS - CONDUIT HOMERUN TO PANEL, MINIMUM 3/4" SIZE, CROSS HATCHES INDICATE QUANTITY OF PHASE AND NEUTRAL CONDUCTORS IF MORE THAN TWO. REQUIRED GROUND CONDUCTOR IS NOT SHOWN. CIRCUIT NUMBERS AS INDICATED ON DRAWINGS. _ IIIIIIIIIIIIIIIIII® PANEL BOARD 120/208 VOLTS - Qj Q JUNCTION BOX, IN WALLS OR ABOVE CEILING _ -O'- CONDUIT TURNED UP OR DOWN - ❑T DRY TYPE TRANSFORMER (480 0-208Y/120) _ m 0 OR ® DENOTES UNSWITCHED LIGHTING FIXTURE EQUIPPED WITH EMERGENCY BALLAST UNIT. SEE FIX. SCH. rjJ u DISCONNECT SWITCH HORSEPOWER RATED, FRAME/POLE/ FUSE RATING/NEMA ENCL. AS INDICATED ON DRAWING. _ ®I� I '-' ARROSWS IGN ASS HILING OWN RDARKE EDEXIT WALLUNTED SECTION(S)ROF SOYMBOLS NAL INDICATE FACE(S) OF FIXTURE SEE FIX. SCH. NEMA 5-20R DUPLEX RECEPTACLE OUTLET 18"A.F.F. Efffl NEMA 5-20R QUAD GROUND FAULT INTERRUPTER RECEPTACLE AS NOTED � FLUORESCENT LIGHT FIXTURE SEE FIX. SCH. GROUND FAULT CURRENT INTERRUPTER DUPLEX RECEPTACLE OUTLET 18"A.F.F. FLUORESCENT STRIP LIGHT FIXTURE SEE FIX. SCH. GROUND FAULT CURRENT INTERRUPTER RECEPTACLE WITH WEATHERPROOF COVER 18"A.F.F. O LIGHT FIXTURE -CEILING MOUNTED SEE FIX. SCH. 0i LIGHT FIXTURE - WALL MOUNTED SEE FIX. SCH. GROUND FAULT CURRENT INTERRUPTER DUPLEX RECEPTACLE OUTLET MOUNTED 6" ABOVE COUNTERTOP OR BACKSPLASH SEE ARCH. �" S.P.S.T. LIGHT SWITCH 48"A.F.F. TO TOP OF SWITCHPLATE NEMA 5-20R DUPLEX RECEPTACLE OUTLET 84" A.F.F. UNLESS NOTED OTHERWISE } 3 I THREE-WAY LIGHT SWITCH 48"A.F.F. TO TOP OF SWITCHPLATE DUPLEX RECEPTACLE OUTLET MOUNTED 6" ABOVE COUNTERTOP OR BACKSPLASH SEE ARCH. t4 FOUR-WAY LIGHT SWITCH 48"A.F.F. TO TOP OF SWITCHPLATE pRl QYI 20 AMP, 208 VOLT, 2 POLE, 10, 3 WIRE RECEPTACLE, NEMA 6-20R 44" A.F.F. �MC MOMENTARY CONTACT SWITCH - CENTER OFF 48"A.F.F. TO TOP OF SWITCHPLATE t N SINGLE POLE TOGGLE SWITCH FOR MOUNTING IN DOOR MULLION. P & S NO. 660-IC WITH SIERRA #'SN-1-1N' NARROW METAL 302 STAINLESS STEEL WALL PLATE. 48"A.F.F. TO TOP OF SWITCHPLATE Kw 30 AMP., 208 VOLT, 30, 3 POLE 4 WIRE RECEPTACLE, NEMA 15-30R 44" A.F.F. A FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE, DATA OUTLET AND TELEPHONE OUTLET. SEE SPECIFICATIONS FOR BILL OF MATERIALS AND DETAIL 6/E001 FLUSH FLOOR +3N I THREE WAY TOGGLE SWITCH FOR MOUNTING IN DOOR #� MUWON. P & S NO. 663-IG WITH SIERRA SN-1-1N' NARROW METAL 302 STAINLESS STEEL WALL PLATE. 48"A.F.F. TO TOP OF SWITCHPLATE ®B FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE OUTLET. SEE SPECIFICATIONS FOR BILL OF MATERIALS AND DETAIL 6/EO01. FLUSH FLOOR D t MANUAL DIMMER SWITCH - 1000W MINIMUM - CONTRACTOR SHALL VERIFY CIRCUIT SIZE AND PROVIDE LARGER DIMMER IF REQUIRED. 48"A.F.F. TO TOP OF SWITCHPLATE S V-1 SATELLITE SYSTEM J-BOX ABOVE CEILING ❑F FIRE ALARM PULL STATION 44"A.F.F. TELEPHONE OUTLET -WALL MOUNTED 18"A.F.F. - u FIRE ALARM AUDIO/VISUAL COMBINATION SIGNAL WALL MOUNTED 80" A.F.F. TELEPHONE OUTLET WALL MOUNTED 48"A.F.F. (�J FLUSH WALL MOUNTED 4" SQUARE J-BOX FOR DATA/ TELEPHONE OUTLET (SEE DETAILS 8/E001 AND 9/E001) AS NOTED I FIRE ALARM VISUAL LIGHT 80" A.F.F. OD FIRE ALARM SMOKE DETECTOR, CEILING MOUNTED - -�\ T ELECTRICAL CONDUIT UP TO ABOVE CEILING O 200' FIRE ALARM HEAT DETECTOR, CEILING MOUNTED - TEMPERATURE RATING AS NOTED - r777_777;� TELEPHONE BACKBOARD 4'-0" (W) X 8'-0" (H) X 3/4" (T) - 3 FIRE ALARM SMOKE DETECTOR, DUCT MOUNTED WITH REMOTE INDICATOR LIGHT (SEE DIVISION 15 PLAN) - CONDUIT CONCEALED ABOVE CEILING OR IN WALL, WITH #12 AWG WIRE UNLESS OTHERWISE NOTED. HATCH MARKS INDICATE NUMBER OF #12 CONDUCTORS. ALL BRANCH CIRCUIT CONDUITS' SHALL CONTAIN CODE SIZED GREEN INSULATED GROUNDING WIRES WHICH ARE NOT SHOWN ON DRAWINGS. - O SPRINKLER SYSTEM WATER FLOW SWITCH - OT SPRINKLER SYSTEM O.S. AND Y. VALVE TAMPER SWITCH - CONDUIT SURFACE MOUNTED OR EXPOSED (SEE ABOVE DESCRIPTION) FACP FIRE ALARM CONTROL PANEL - CONDUIT CONCEALED IN SLAB OR BURIED BELOW GRADE (SEE ABOVE DESCRIPTION) - F FLUSH J-BOX AT FIRE SHUTTER FOR CONNECTION TO FIRE ALARM SYSTEM AS REQUIRED NEMA 5-20R DUPLEX RECEPTACLE OUTLET STRUCTURE ABOVE p • MOTORIZED COILING DOOR OPEN/CLOSE SWITCH, FURNISHED BY DOOR SUPPLIER/INSTALLER, INSTALLED BY THIS CONTRACTOR. 48" A.F.F. D/T DENOTES HOMERUN TO TELEPHONE/DATA BACKBOARD - TC TIME CLOCK 48"A.F.F. AFF DENOTES ABOVE FINISHED FLOOR _ © CONTACTOR - SEE SCHEDULE NL DENOTES NIGHT LIGHT FIXTURE (OPERATES 24 HOURS/DAY) - EDF DENOTES ELECTRIC DRINKING FOUNTAIN - ❑TV -I TELEVISION OUTLET 84"- NO A.F.F. UNLESS NOTED OTHERWISE Q FLUSH FLOOR JUCNTION BOX FOR FURNITURE POWER CONNECTION FLUSH FLOOR WP DENOTES WEATHERPROOF - FLUSH FLOOR DUCT WIREWAY FOR POWER/DATA/VOICE. SEE SPECIFICATIONS FOR REQUIREMENTS. FLUSH FLOOR G H H LA-41 TO PANEL AS MARKER LETTERS MARKER LETTERS N CONDUIT UP IN WALL. 120 VOLT LA-43 INDICATED ON PLANS 3/4" (H) MINIMUM 3/4" (H) MINIMUM TURN OUT ABOVE CEILING AND STRUCTURE CEILING CHAIN HANGER, CONTROL BOTH SIDES OF COVER BOTH SIDES OF COVER • TERMINATE WITH NYLON BUSHING. LENGTH TO SUIT CIRCUITS PIGTAIL 1"C 3#12-1 /2"C 2# 12-1 /2"C BLACK BLACK `--� NEUTRAL -NOTE 1 comm, 277V - PIGTAIL RACO # 683 BOX WITH + ENT LIGHT FIXTURE. SEE FLOOR PLANS. B HOT CONDUCTOR o NOTE 3 RACO # 772 EXTENSION � RING. SET FLUSH IN WALL. FINISH D CEILING + C • LATCH A �J PANEL CKT. N S. Q®� °0 e ° BOXES AS MANUFACTURED BY STEEL CITY OR APPLETON Q ARE APPROVED AS EQUAL. 3" MIN. �- C A UNLATCH B T-BAR INDELIBBLE MARKER (FREE HAND ACCEPTABLE) RECEPTACLE /� o ®® co FINISHED FLOOR PROVIWHIITEDEGG/CRATE2'LEN , LENGTHS FOR COVE 12„ WALL FLANGE WALL �- I "*" SEETSCHOEDULE� AS REQUIRED TO LOAD 1 JUNCTION BOX(2"�JUNCTION BOX ° °('8_N PIGTAIL DATA/TELEPHONE OUTLET BOX �m TT -�- 1 1 COVE IAGHTING DETAJL MOMENTARY CONTACT, SPDT, CENTER EXTEND UNSWITCHED PHASE OFF, HUBBELL NO. 1557-GRY. SEE CONDUCTOR TO EMERGENCY PLANS FOR EXACT QUANTITY OF SWITCHES. SENSOR IN FIXTURE E001 MARKING E001 MARKING NOT TO SCALE GROUND -NOTE 2 E001 INSTALLATION DETAIL (BATTERY ALL CIRCUITS NOT TO SCALE NOT TO SCALE H G H N NOT TO SCALE �01 WITHCAL EMERGR GENCY FIXTURES. SEE FLO R PLANS FOR EXACT NOTES 1. NEUTRAL CONDUCTORS SHALL BE CONNECTED INDEPENDENTLY 14 �r ��� CIRCUITSg CONTACTORS WIRING DIAGRAM MARKER WHITE MARKER LETTERS TURN OUT ABOVE WOOD OR METAL HUNG CEILING 36 " E001 NOT TO SCALE (120V) LETTERS 3/4" (H) MINIMUM 3/4" (H) MINIMUM OF DEVICE AND PIGTAILED FROM THIS CONNECTION TO CEILING WALL STUD I I BOTH SIDES OF COVER BOTH SIDES OF COVER THE DEVICE. NYLON BUSHINGUNISTRUT P1000 FRAME AND CROSS BRACING AS 2.GREEN GROUNDING CONDUCTOR SHALL BE BONDED TO OUTLET 4" SQUARE 1 2" DEEP „ - - - SHOWN 30/2/NF BOX GOUNDING LUG. EXTEND PIGTAIL FROM THIS GROUND LUG �" " 3 J-BOX W/4 SQ ARE, 1 1/2 � SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, Ic BLACK TO DEVICE GROUND LUG. ISOLATED GROUND RECEPTACLES 1' CONDUIT DEEP EXTENSI RING " " _ 40 SQUARE, SQUARE P IRCUITS TO BE CONTROLLED AND CONTROL SCHEME). hRE i F BE GROUNDED ONLY BY THE ISOLATED GROUNDING (GREEN WITH YELLOW STRIPE); OUTLET BOX -9SHALL TELEPHONE/ WIT4"1 COVERPLATE JAOVCONDUCTOR l c SHALL BE GROUNDED WITH THE SEPARATE GREEN COMPUTER ISOLATED EQUIPMENT GROUNDING CONDUCTOR. OUTLET DUPLEX GROUND TORK #2104 P.E. CELL MOUNTED HA-30 20 1 - / ALARM SEE DETAIL 1" CONDUIT TO RECEPTACLE RECEPTACLES 6 ABOVE ROOF ON 1/2 C. 3.HOT CONDUCTORS SHALL BE CONNECTED INDEPENDENTLY OF 8/E001 TELEPHONE/ ® - HA-32 20/1 Q PANEL CKT. NV.Q DEVICE AND PIGTAILED FROM THIS CONNECTION TO THE DEVICE. 4, LIGHTING OUTLET WIRING (120V & 277V) IS SIMILAR. 18 CADDY TYPE COMPUTER OUTLET FLOOR SLAB _-_� 5, ALL WIRING CONNECTIONS TO RECEPTACLE SHALL BE MADE DUPLEX SG FLOOR RECEPTACLJ %- BRACKET 18" BOX & COVER PAINTED RED INDELIBLE MARKER (FREE HAND ACCEPTABLE) ON TERMINAL SCREWS ON SIDE OF RECEPTACLE. - ; - f -I ALL POWER RECEPTACLES SHALL BE GROUPED INTO MULTI -GANG BOX WITH A COMMON COVERPLATE 3 JUNCTION BOX('4_�JUNCTION BOX r5_� TYPICAL OUTLET WIRING E001 NOT TO SCALE (AS REQUIRED PER LOCATION) 9 MULTI -GANGED DEVICES (J� 12 SERVICE STAND MOUNTING DETAIL Eoo1 E001 E001 MARKING RKIN MARKING '11' E001 NOT TO SCALE i NOT TO SCALE NOT TO SCALE TORK NO. W-222L L TIME CLOCK N L WITH RESERVE Tf'� -----, o --TORK NO. 2101 LA-22,24r ,26,28,30,31,32,33,35,37 "**" BUILDING FOOTING CONDUIT IN WALL I P.E. CELL MOUNTED LA-39 POWER EXTERIOR WALLPACKS/ WALKER TYPE FLUSH 6 ABOVE ROOF ON 120V i �� CANOPY LIGHTS TRIM SHALL BE FLUSH ACCESS HATCH, TILE TRIM FINISHED FLOOR AND WIRE MANAGEMENT P&S # SJ-82NWITH 1/2"C. & F.S. BOX CONTROL 15 LIGHTING CONTROL „„ BLOCKS. WALKER TYPE RFB4-SS FLOORING 1#3/0-1"CONDUIT TO 3 -0 MIN SERVICE ENTRANCE COVERPLATE (� DUPLEX 0p TELEVISION 0 CIRCUIT JH 3#12-1/2 C. 2 12-1 2"C 1 E001 NOT TO SCALE (277V) FLOOR BOX I ALL WIRE FOR GND. RECEPTACLE I U OUTLET - -' SHALL BE #3/0 II I I AWG BARE COPPER ° 0 ° 3-3/4" - h " �/ \ MECHANICALLY BOND #3/0 BARE COPPER CABLE TO 7� 3/4"x 10'-0" COPPER- 0 �� PARTITION BETWEEN 0 �� DEVICES IN TWO- I �� I M I c I I ATCH A- I • I - - I c B WELD GROUND RODS 24 " GANG OUTLET BOX 84 A.F.F. I I I UNLATCH SLAB 1 MIN./ ` OND UNLESS OTED � UNDER BOX /cb ALLBELOCONNECTIONSE. OTHERWISE �� TORK #W-2201 L T �CONTAC R E - - - - - - - BELOW FLOOR OR CONDUIT IN WALL I I TIME CLOCK 'E' SEE SCHEDULE. GRADE. BUILDING SIGNAGE ('6 FLOOR BOX DETAIL _ 10'-0" - FINISHED FLOOR 13 CONTACTOR 'E' WIRING DIAGRAM A B E001 NOT TO SCALE 0 ® 7 TYPICAL GROUND MAT 1 o DUPLEX RECEPTACLE E001 NOT TO SCALE (120V) NOT TO SCALE ��o E001 TELEVISION OUTLET DETAIL SEE SPECIFICATIONS �4 (SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, NOT TO SCALE CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME) ELECTRICAL GENERAL NOTES 1. CONTRACTOR SHALL REFER TO BUILDING SPECIFICATIONS ISSUED BY THE ARCHITECT FOR THIS PORTION OF THE WORK. 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLETE ELECTRICAL DISTRIBUTION SYSTEM AND EQUIPMENT CONNECTIONS TO HVAC AND OTHER EQUIPMENT SHOWN ON THIS SET OF THE DOCUMENTS. ALL WORKS SHALL BE IN ACCORDANCE WITH THE 2002 NEC, CURRENTLY ENFORCED BUILDING CODE (IBC) , AND 2003 NFPA 101. 3. ALL INTERIOR ELECTRICAL RACEWAY SYSTEM IN EXPOSED STRUCTURE SHALL BE EMT. ALL INTERIOR ELECTRICAL WIRING SYSTEM IN CONCEALED WALL AND ABOVE CEILING SPACE MAY BE TYPE "MC" IN ACCORDANCE WITH NEC. EXTERIOR ELECTRICAL RACEWAY SYSTEM EXPOSED TO WEATHER SHALL BE RIGID GALVANIZED STEEL CONDUITS. 4. ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250, LATEST ADOPTED EDITION AND ENFORCED SECTION. 5. ALL OUTDOOR HVAC AND SPECIALTY EQUIPMENT SHALL BE TERMINATED WITH LIQUID -TIGHT FLEXIBLE CONDUITS. 6. THIS CONTRACTOR SHALL PROVIDE 120 VOLT POWER CONNECTION TO ALL MECHANICAL EQUIPMENT AS SHOWN ON ELECTRICAL DRAWINGS OR AS REQUIRED BY MECHANICAL DIVISION. VERIFY ALL CONNECTIONS WITH EQUIPMENT SUPPLIER, 7. AT ALL INTERIOR AHU UNIT LOCATIONS, DIVISION 16 CONTRACTOR SHALL INSTALL A NEMA 5-20R RECEPTACLE NEXT TO MECHANICAL UNIT. EXTEND CIRCUITRY TO NEAREST RECEPTACLE CIRCUIT. 8. REFER TO DRAWINGS E111 & E121 FOR ROOF TOP ELECTRICAL INSTALLATION TO THE HVAC EQUIPMENT. 9. DIVISION 16 CONTRACTOR SHALL BE AWARE THAT NO DATA OUTLET HOMERUN SHOWN (OR IMPLIED) SHALL EXCEED 290'-0" IN LENGTH. VERIFY LENGTHS PRIOR TO INSTALLATION AND INFORM ENGINEER OF ANY DISCREPANCIES. 10. ALL FIRE ALARM DEVICES, FLUSH AND/OR SURFACE MOUNTED, SHALL BE MOUNTED ON FIRE ALARM MANUFACTURER'S FURNISHED BACKBOX, NOT ON STANDARD 4" SQUARE OR 'UT' BOX. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro.c0m seal: tt COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL V � ®_ 0 c� 4-1 _a) 0 0 0 _C 'E V (1) 0 U) W CuE c � U) nW 4- W C r 0 (� 0 E T a' ) 0 p` 0 Project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: E JV% WI Electrical Symbols Legend, Details, General Notes, and Lighting Fixture Schedule a a EXTEND FOUR (4) 2" CONDUIT NIPPLES FROM EACH WIREWAY TO EACH PANEL FOR BRANCH CIRCUIT CONDUCTORS. SCREW COVER WIREWAY AS PER CODE REQUIREMENT R co it w PANEL PANEL PANEL PANEL 'LSA' 'LSB' 'LSC' 'LSD' o z 2" CHASE NIPPLE, 4" LONG, a 4 NIPPLES PER PANEL ALL CONDUITS STUBBED UP FROM FLOOR UNDER WIREWAY SHALL BE SCREW COVER WIREWAY AS PER CODE REQUIREMENT ENCASED IN CONCRETE CURB. CURB SHALL EXTEND THE ENTIRE LENGTH OF WIREWAY FROM FLOOR TO BOTTOM C-4 OF WIREWAY CONCRETE FLOOR SLAB CURB .................. ........ 2 PANEL ARRANGEMENT ELEVATION- E ��2SCALE: 1/2 it - 1'-0" SECOND FLOOR ........ ............. .......... LOAD CALCULATION DATA ITEM CONNECTED LOAD DIVERSIFIED LOAD LIGHTING: INTERIOR 102KVA x 1.0 = 102KVA EXTERIOR 420KVA x 1.0 = 420KVA RECEPTACLE 174KVA = 10 + 164 x 0.5 = 92KVA MISC. MOTORS 23.2KVA x .08 = 18.6KVA WATER HEATING 6KVA x 1.0 = 6KVA CAR LIFTS 90.6KVA x 0.5 = 45.3KVA AIR COMPRESSORS 44.8KVA x 1.0 = 44.8KVA ELEVATOR 23KVA x 1.0 = 23KVA OUTDOOR SIGNAGE 23KVA x 1.0 = 23KVA H VAC: RTU (FANS) (ELEC. HEAT) 447KVA x 0.7 = 315KVA AHU (FANS) 10KVA x 1.0 = 10KVA COOLING 6.5KVA x 0 = OKVA ELECTRIC HEAT 87.6KVA x 0.8 = 53KVA TOTAL 1451.7KVA 1152.7KVA 1389AMPS ® 277/480 VOLTS SERVICE SHOP MSB-12 )-- 3#500 KcMil, 1 #3/0(N) & 1 #3(G) - 3"C. MSB-10 3#500 KcMil, 1 #3/0(N) & 1 #3(G) - 3"C. SEE 2/EO02 6,903 FOR SIZE 17,365 AND DETAILS n n n n PANEL PANEL PANEL PANEL PANEL PANEL 'HC' 'MC' 'LSA' 'LSB' 'LSC' 'LSD' 14K 14K (0K 10K 10K (0K- 11,468 FIRST FLOOR 12,209 113,174 17,208 7,208 17,208 ALL CONDUCTORS THROUGHOUT THIS ENTIRE PROJECT SHALL BE COPPER AS PER PROJECT SPECIFICATIONS. SEE SPECIFICATIONS FOR WIRE TYPES. 2 SETS: 4#350 KcMil CONTACTOR SCHEDULE RATING WIRING MARK TYPE COIL CATALOG NUMBER CIRCUIT AND HOMERUN DIAGRAM CONTROL SEQUENCE CONTROL POLES AMPERE VOLTAGE VOLTAGE SQUARE 'D' CLASS 8903 CONTROLLED BY CONTACTOR DETAIL CIRCUIT A EOMH 4 30 600 120 LXG40-VO2 SHOWROOM/SALES AREA LIGHTS 14/E001 SWITCH 'ON' - SWITCH 'OFF' LA-41 HA-5, 8, 19 B EOMH 4 30 600 120 LXG40-VO2 SERVICE DRIVE H.I.D. LIGHTS 14/EO01 SWITCH '❑N' - SWITCH 'OFF' LA-41 HA-7, 9 C EOMH 6 30 600 120 LXG60-VO2 PARTS AREA FLUORESCENT LIGHTS 14/EO01 SWITCH '❑N' - SWITCH 'OFF' LA-43 HA-12, 14, 16, 18 D EOMH 8 30 600 120 LXG80-V❑2 SERVICE SHOP H, I. D, LIGHTS 14/EO01 SWITCH 'ON' - SWITCH 'OFF' LA-43 HA-22, 23, 24, 25, 26, 28 E EOMH 12 30 600 120 LXG1200-V02 EXTERI❑R BUILDING SIGNAGE 13/E001 PHOTO '❑N' - PHOTO 'OFF' LA-39 LA-22, 24, 26, 28, 30, 31, 32, 33, 35, 37 TIME CLOCK OVERRIDE F EOMH 4 30 600 120 LXG40-VO2 FUEL DISPENSER 14/EO01 SWITCH 'ON' - SWITCH 'OFF' LA-57 LA-56/56 DPA-4 & 1 #1(G) - 3"C. ELEVATOR EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE ITEM NO. DESCRIPTI❑N ELECTRICAL DATA CIRCUIT DESIGNATION CKT, BKR. CONDUCTOR CONDUIT DISCONNECT MEANS REMARKS VOLTS 0 HP KVA FLA AMPS POLE 1 ELEVATOR 480 3 20 22,5 27 MSB-7 50 3 3#6 & 1#10G 3/4' 50/3 NOTE 1 2 ELEVATOR LIGHTS 120 1 - 0,6 5 LA-49 20 1 2#12 & 1#12G 1/2' 30/2/NF - NOTES: 1. PROVIDE MOLDED CASE CIRCUIT BREAKER WITH SHUNT TRIP IN NEMA 3R ENCLOSURE. SEE SHEET E111 FOR INTERLOCK REQUIREMENTS. TRANSFORMER SCHEDULE TAG TRANSFORMER RATING PRIMARY SECONDARY NUMBER KVA VOLTAGE CIRCUIT NO, FEEDER SIZE CKT BKR GND COND FEEDER SIZE PRI, 480V0 , 30, 3W MSB-3 3#500 KcM l t 2 SETSi 4#500 Kcm i L T-1 225KVA SECt 20BY/ 12OV, 30, 4W (400/3) & 1 # 1 /0(G) - 3' 800A 1#1/0 & 1 # 1/O(G) - 3' T-2 45KVA PRI: 480V0,30, 3W SEC: 208Y/12OV,30,4W MB-13/15/17 (80/3) 3#4 & 1#615 - 1' 150 1#6 4#1/0 & 1#6(G) - 1 1/2' C T-3 91<VA PRI, 480VA , 30, 3W SECt 208Y/12OV, 30, 4W MSB-4 (15/3) 3# 12 & 12G - 3/4' 35A 1 # 10 4#8 & 1 # 10(G) - 3/4" C 4#1 /0 & 1 #6(G) - 2"C. TIMECLOCK 'E' CONTACTORS 'E,F'- 3#10 & 1 #8G - 3/4 C. 4#8 & 1 # 10(G) - I' C. MSB-4 5,231 M L-19 /21 /23 15,231 1,457 3#6 & 1#10(G) -1" C. T-3 1,571 11 9KVA MSB-7 1 #1 O(G) GND PER NEC 250-30 4#6 & 1 #8G - 3/4 C. PANEL 'MLA' ELEVATOR CONTROLLER 10K 939 939 TAG SERVING WIRE SIZE FROM WIREWAY 1O LSA 4#1 /0 & 1 #60-1 1 /2"C. 02 LSB 4#1 /0 & 1 #60-1 1 /2"C. Q LSC 4#1 /0 & 1 #6G-1 1 /2"C. ® LSD 4#1 /0 & 1 #60-1 1 /2"C. PANEL ' LCA' 10K 1,404 1,466 PANEL LC 10K DPA-5 MAIN ELECTRICAL ROOM 4#2 & 1#8(G)-1 1/4'C DPA-2 4#1 /0 & 1 #6(G) - 2"C. DPA-1 CD-4#4/0 & 1 #4(G) - 2"C. DPA-3 MSB-9 © C 4#4/0 & 1 #3(G) -2"C. © C mw MSB-6 CONTACTORS 'A,B,C,D' C 3#500KcMil, 1 #3/0(N)& 1 #3(G) -3"C. C MB-13/15/17 C 3#4 & 1 #6(G) - 1 "C. 16,164 16,744 MSB-11 T-2 3#500 KcMil, 1 #3/0(N) & 1 #3(G) - 3"C. 2,865 45KVA ,271 MSB-2 3 4& 1 #6(G) 4#4/0 & 1 #4(G) - 2"C. 1 #6(G� - -_ 1 1/2' C. 9,376 GND PER 10,838 NEC 250-30 PANEL PANEL PANEL PANEL PANEL 'LD' 'LB' 'LA' 'MB' 'MA' 10K 10K 10K 14K 14K PANEL PANEL PANEL PANEL 'DPA' 'ML' 'HB' 'HA' 10K 14K 14K 25K 9,047 19,231 110,079 119,843 121,689 13,271 121,198 121,153 2 SETS: 4#500 Kcmil & 1 #1 /0(G) - 3"C. NOTES: 1. ALL CIRCUIT BREAKERS IN DOWNSTREAM PANELS FED FROM MAIN SWITCHBOARD 'MSB' ARE SHORT CIRCUIT PROTECTED AND COORDINATED WITH SERIES RATED BREAKERS IN SWITCHBOARD. 2. ALL CIRCUIT BREAKERS IN DOWNSTREAM PANELS FED FROM PANELBOARD 'DPA' ARE SHORT CIRCUIT PROTECTED AND COORDINATED WITH SERIES RATED BREAKERS IN PANELBOARD. 19,556 18,572 11,119 22,205 FT-1 225KVA 1#3/0 TO BUILDING STEEL & INCOMING COLD WATER SERVICE - 3#500 Kcmil & 1 #1 /OG-3"C. -ww - MSB-3 MAIN SWITCHBOARD 'MSB' 20,108 24,575 35K z O U 1- o' Y < Ld z D w wz 0°O zz �O m_ Z U O U �vWi ?vwi 0 1 #1 /0(G) GND PER NEC 250-30 1 #3/0(G) POWER RISER DIAGRAM E 002 NOT TO SCALE SWITCHBOARD "MSB" MOUNTINGS STANDING MAINS 2000 AMP MAIN BKR. W/GROUND FAULT AND SHUNT TRIP FVDLTAGEiFREE 48OV, 30, 4W + G FEEDER SERVING CIRCUIT BREAKER DESIG. CONDUCTOR CONDUIT MINIMUMICSA TRIP POLES FRAME MSB-1 5#2 1-1/4' TVSS 35K 100 60 3 MSB-2 4#4/0 & 1#4G 2-1/2' PANEL 'HA' 35K 250 225 3 MSB-3 SEE TRANSFORMER SCHEDULE CXFMR T-1) SHOP WIREWAY 35K 400 400 3 MSB-4 SEE TRANSFORMER SCHEDULE PANEL 'LCA' (XFMR 'T-2') 35K 100 15 3 MSB-5 3#1/0 & 1#6G 1-1/2' CAR WASH 35K 250 150 3 MSB-6 3#500 KcM I t 1#3/0(N)& 1#3G 3' PANEL' MA' 35K 400 350 3 MSB-7 SEE ELEVATOR EQUIP. SCHEDULE ELEVATOR (20HP) 35K 100 50 3 MSB-8 3#4 & 1#8G 1' AIR COMPRESSOR(S) (2 R 20HP) 35K 100 80 3 MSB-9 4#4/0 & 1#4G 2' PANEL 'MB' 35K 250 225 3 MSB-10 3#500 KcM I t 1 #3/0(N) & 1 #3G 3' PANEL' MC' 35K 400 400 3 MSB-11 4#50OKcMlt & 1#3G 3' PANEL 'HB' 35K 400 400 3 MSB-12 4#50OKcMlt & 1#3G 3' PANEL 'HC' 35K 400 400 3 MSB-9 3#12 & 1#12G 3/4' COMPACTOR 35K 250 225 3 MSB-10 - - SPACE EQUIPPED ONLY 35K 100 - 3 MSB-11 - - SPACE EQUIPPED ONLY 35K 250 - 3 MSB-12 - - SPACE EQUIPPED ONLY 35K P-50 - 3 NOTESi 11 ALL CIRCUIT BREAKERS SHALL BE SERIES RATED , U.L. TESTED, TO PROTECT DOWNSTREAM PANELBOARD DEVICES, 21 SWITCHBOARD SHALL BE SERVICE ENTRANCE RATED. DISTRIBUTION PANEL "DPA" M❑UNTING, SURFACE MAINS, 800 AMP, MAIN BREAKER VOLTAGE, 120/208V,30,4W+G FEEDER SERVING CIRCUIT BREAKER MINIMUM TRIP POLES DESIG. CONDUCTORS C❑NDUIT ICSA IFRAME DPA-1 4#4/0 & 1#4G 2' PANEL 'LA' 25K 250 225 3 DPA-2 4#1/0 & 1#6G 2' PANEL 'LB' 25K 250 150 3 DPA-3 4#2 & 1#8G 1 1/4' PANEL 'LC' 25K 1-00 100 3 DPA-4 2#350 SETSKcM►l & 1#1G 2@3' SHOP WIREWAY 25K 600 600 3 DPA-5 4#2 & 1#8G 1 1/4' PANEL 'LD' 25K 100 100 3 DPA-6 - - SPACE EQUIPPED ONLY 25K 100 - 3 SYMMETRICAL AMPS INDICATES AVAILABLE SHORT CIRCUIT AMPS AT DEVICE ASYMMETRICAL AMPS 10K INDICATES MINIMUM INTERRUPTING CAPACITY OF DEVICES 3#12-1 /2"C. MAIN BREAKER SHUNT TRIP PUSHBUTTON IN LOCKABLE NEMA 4X ENCLOSURE ON EXTERIOR WALL OF MAIN ELECTRICAL ROOM. FIELD VERIFY EXACT MOUNTING LOCATION. �= 20,744 MAXIMUM SHORT CIRCUIT CURRENT 25,965 BASED ON UNLIMITED PRIMARY AND 1000 KVA TRANSFORMER TRANSFORMER AND PAD BY UTILITY COMPANY TVSSSS UNIT I UTILITY COMPANY PAD MOUNTED TRANSFORMER 3' - 6 SETS: 44400 Kcmil - 3 C. GROUND MAT SEE DETAIL 7/EO01 METER 1 " E.C. 0" MINIMUM 818 Marietta Street, NVV Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennerg ro corn seal: 6 N 0 � aN o $N N W �(� a. COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 .J LL project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: Electrical Riser Diagram m 0 0 w I SURFACE MTD. PANEL "HA" 225A/3P M.L.O. DESCRIPTION � a TRIP AMPS TOTAL KW CKT # A 8 C CKT # TOTAL KW TRIP AMPS � a DESCRIPTION RETAIL PARTS - LTS 1 20 2.50 1 2 2.52 20 1 2ND FLR CORR/TLTS/OFF -LTS SERV. ADV./CASH/OFFICE - LTS 1 20 2.80 3 4 4.05 20 1 2ND FLR BRKRM/CENT. OFF-LTS SHOWROOM H.I.D. -LTS 1 20 4.00 5 6 3.87 20 1 2ND FLR TRAINING ROOM - LTS SERVICE DRIVE HID LTS 1 20 3.40 7 8 4.20 20 1 SALES AREA (NORTH) - LTS SERVICE DRIVE HID LTS 1 20 3.40 9 10 4.30 20 1 SALES TOWER/RECEPTION - LTS INTERNET/ OFFICES - LTS 1 20 2.70 11 12 3.40 20 1 PARTS WAREHOUSE - LTS NVD/ WAITING/ F&I -LTS 1 20 3.20 13 14 4.20 20 1 PARTS WAREHOUSE -LTS CORR/GM/F&I/CONE/RR - LTS 1 20 2.80 15 16 3.10 20 1 PARTS WAREHOUSE -LTS CORR/GM/TECH/BRKROOM/RR-LTS 1 20 1.88 17 18 4.20 20 1 PARTS WAREHOUSE - LTS SALES AREA (SOUTH) -LTS 1 20 4.30 19 20 2.20 20 1 EXTERIOR BUILDING - LTS SERVICE SHOP HID LTS 1 20 2.36 21 22 4.30 20 1 SERVICE SHOP HID (WEST) LTS SERVICE SHOP HID LTS 1 20 2.36 23 24 1.60 20 1 SERVICE SHOP/DETAIL FLOUR LTS SHOP/DETAIL FLOURESCENTS 1 20 3.42 25 26 2.32 20 1 SERVICE SHOP HID LTS SHOP/CARWASH FLOURESCENTS 1 20 2.48 27 28 2.07 20 1 SERVICE SHOP HID LTS SHOP/QUICKLUBE FLOURESCENTS 1 20 3.31 29 30 1.0 20 1 EXTERIOR WALLPACKS LTS SPARE 1 20 - 31 32 1.5 20 1 EXTERIOR WALLPACKS/CANOPY LTS SPARE 1 20 - 33 34 - 20 1 SPARE SPARE 1 20 - 35 36 - 20 1 SPARE SPARE 1 20 - 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW -PHASE A: 33.76 WITHOUT SPARE 277/480 VOLTS, 30 4 WIRE. PHASE B: 31.66 WITHOUT SPARE PHASE C: 28.32 WITHOUT SPARE TOTAL AMPS: 122 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 93.74 SURFACE MTD, PANEL "LSA" 150A/3P M.C.B. DESCRIPTION TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS a0 DESCRIPTION SERVICE SHOP OVERHEAD DOOR 1 20 1.0 1 2 1.37 25 SERVICE SHOP LIFT SERVICE SHOP OVERHEAD DOOR 1 20 1.0 3 4 1.37 2 SERVICE SHOP OVERHEAD DOOR 1 20 1.0 5 6 1.37 25 SERVICE SHOP LIFT SERVICE SHOP OVERHEAD DOOR 1 20 1.0 7 8 1.37 2 SERVICE SHOP LIFT 25 1.37 9 10 1.37 25 SERVICE SHOP LIFT 2 1.37 11 12 1.37 2 SERVICE SHOP LIFT 25 1.37 13 14 1.37 25 SERVICE SHOP LIFT 2 1.37 15 16 1.37 2 SERVICE SHOP LIFT 25 1.37 17 18 1.37 25 SERVICE SHOP LIFT 2 1.37 19 20 1.37 2 SERVICE SHOP LIFT 25 1.37 21 22 1.37 25 SERVICE SHOP LIFT 2 1.37 23 24 1.37 2 SERVICE SHOP LIFT 25 1.37 25 26 1.0 20 RECEPTACLE 2 1.37 27 28 1.0 2 NEMA 6-20R SERVICE SHOP LIFT 25 1.37 29 30 1.0 20 1 SHIPPING/RECEIVING DOOR 2 1.37 31 32 0.8 20 1 SERVICE SHOP REEL-REC SERVICE SHOP LIFT 25 1.37 33 34 1.0 20 1 ALIGNMENT BAY -REC 2 1.37 35 36 - 20 1 SPARE SERVICE SHOP LIFT 25 1.37 37 38 - 20 1 SPARE 2 1.37 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW -PHASE A: 16.13 WITHOUT SPARE 120/208 VOLTS, 31� 4 WIRE. PHASE B: 16.70 WITHOUT SPARE PHASE C: 14.33 WITHOUT SPARE TOTAL AMPS: 139 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 47.16 SURFACE MTD. PANEL "LSB" 150A/3P M.C.B. DESCRIPTION a TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS 0 DESCRIPTION SERVICE SHOP LIFT 25 1.37 1 2 1.37 25 SERVICE SHOP LIFT 2 1.37 3 4 1.37 2 SERVICE SHOP LIFT 25 1.37 5 6 1.37 25 SERVICE SHOP LIFT 2 1.37 7 8 1.37 2 SERVICE SHOP LIFT 25 1.37 9 10 1.37 25 SERVICE SHOP LIFT 2 1.37 11 12 1.37 2 SERVICE SHOP LIFT 25 1.37 13 14 1.37 25 SERVICE SHOP LIFT 2 1.37 15 16 1.37 2 SERVICE SHOP LIFT 25 1.37 17 18 1.37 25 SERVICE SHOP LIFT 2 1.37 19 20 1.37 2 SERVICE SHOP LIFT 25 1.37 21 22 1.37 25 SERVICE SHOP LIFT 2 1.37 23 24 1.37 2 SERVICE SHOP LIFT 25 1.37 25 26 1.37 25 SERVICE SHOP LIFT 2 1.37 27 28 1.37 2 SERVICE SHOP LIFT 25 1.37 29 30 1.37 25 SERVICE SHOP LIFT 2 1.37 31 32 1.37 2 SERVICE SHOP REEL-REC 1 20 0.8 33 34 1.37 25 SERVICE SHOP LIFT SERVICE SHOP REEL-REC 1 20 0.8 35 36 1.37 2 SERVICE SHOP REEL-REC 1 20 0.8 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW - PHASE A: 17.24 WITHOUT SPARE 120/208 VOLTS, 3sa 4 WIRE. PHASE B: 15.87 WITHOUT SPARE PHASE C: 15.87 WITHOUT SPARE TOTAL AMPS: 144 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 48.98 SURFACE MTD. PANEL "LCA" 35A/3P M.C.B. DESCRIPTION Q TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS -wi a DESCRIPTION COMPUTER ROOM -REC 1 20 0.5 1 2 0.5 20 1 COMPUTER ROOM -REC COMPUTER ROOM -REC 1 20 0.5 3 4 0.5 20 1 COMPUTER ROOM -REC COMPUTER ROOM - REC 1 20 0.5 5 6 0.5 20 1 COMPUTER ROOM - REC SPARE 1 20 - 7 8 0.5 20 1 COMPUTER ROOM - REC SPARE 1 20 - 9 10 0.5 20 1 COMPUTER ROOM - REC SPARE 1 20 - 11 12 - 20 1 SPARE TOTAL WATTS - PHASE PHASE PHASE TOTAL CONNECTED LOAD A: 1.5 B: 1.5 C: 1.0 (KW): WITHOUT SPARE WITHOUT SPARE WITHOUT SPARE 4.0 120/208 VOLTS, 3 >� 4 WIRE. TOTAL AMPS: 9.70 TOTAL POLES: 12 FLUSH MTD. PANEL "LC" 100A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS a DESCRIPTION MEETING ROOM - REC 1 20 1.08 1 2 1.0 20 1 VENDING MACHINE -REC MEETING ROOM - REC 1 20 0.90 3 4 .50 20 1 VENDING MACHINE -REC MEETING ROOM - REC 1 20 1.08 5 6 0.90 20 1 BREAK ROOM - REC BREAK ROOM - REC 1 20 .86 7 8 1.08 20 1 GENERAL OFFICE - REC RR - REC 1 20 .54 9 10 1.0 20 1 COPIER - REC EDF 1 20 .72 11 12 .72 20 1 FLOOR REC REFRIGERATOR - REC 1 20 1.0 13 14 .54 20 1 GENERAL OFFICE - REC EF-7 1 20 .50 15 16 1,26 20 1 CONTROLLER/GENERAL OFF - REC ARCHIVES -REC 1 20 - 17 18 .72 20 1 HR OFF/PAYROLL/ASSIST CNTRLLR -REC SPARE 1 20 - 19 20 - 20 1 SPARE SPARE 1 20 - 21 22 - 20 1 SPARE SPARE 1 20 - 23 24 - 20 1 SPARE SPARE 1 20 - 25 2fi - 20 1 SPARE SPARE 1 20 - 27 28 - 20 1 SPARE SPARE 1 20 - 29 30 - 20 1 SPARE TOTAL KW - PHASE A: 5.56 WITHOUT SPARE 120/208 VOLTS, 3>s 4 WIRE. PHASE B: 4.7 WITHOUT SPARE PHASE C: 4.14 WITHOUT SPARE TOTAL AMPS: 46 TOTAL POLES; 30 TOTAL CONNECTED LOAD (KW): � 4.40 SURFACE MTD. PANEL "LSC" 150A/3P M.C.B. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS -Wi � DESCRIPTION SERVICE SHOP LIFT - REC 1 20 .90 1 2 2.0 30 SERVICE SHOP LIFT - REC SERVICE SHOP LIFT - REC 1 20 .90 3 4 2.0 NEMA 15-30R SERVICE SHOP LIFT - REC 20 2.0 5 6 2.0 3 NEMA 6-20R 2 2.0 7 8 2.0 30 SERVICE SHOP LIFT - REC DETAIL SHOP -REC 1 20 0.36 9 10 2.0 NEMA 15-30R DETAIL SHOP -REC 1 20 0.36 11 12 2.0 3 SERVICE SHOP -REC 1 20 1.08 13 14 2.0 30 SERVICE SHOP LIFT -REC SERVICE SHOP -REC 1 20 1.44 15 16 2.0 NEMA 15-30R SERVICE SHOP - REC 1 20 1.44 17 18 2.0 3 SERVICE SHOP - REC 1 20 1.44 19 20 1.2 20 1 MACHINE SHOP RECEPTACLE SERVICE SHOP - REC 1 20 1.44 21 22 1.2 20 1 MACHINE SHOP RECEPTACLE RECEPTACLE 20 1.0 23 24 1.2 20 1 MACHINE SHOP RECEPTACLE NEMA 6-20R 2 1.0 25 26 1.37 25 QUICKLUBE LIFT RECEPTACLE 20 1.0 27 28 1.37 2 NEMA 6-20R 2 1.0 29 30 1.37 25 QUICKLUBE LIFT RECEPTACLE 20 1.0 31 32 1.37 2 NEMA 6-20R 2 1.0 33 34 1.0 20 NEMA 6-20R MACHINE SHOP RECEPTACLE 20 1.0 35 36 1.0 2 RECEPTACLE NEMA 6-20R 2 1.0 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW - PHASE A: 18.36 WITHOUT SPARE 120/208 VOLTS, 3t� 4 WIRE. PHASE B: 14.71 WITHOUT SPARE PHASE C: 15.37 WITHOUT SPARE TOTAL AMPS: 135 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 4S.�i-4- SURFACE MTD. PANEL "LB" 225A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � ate. DESCRIPTION EXPERIENCE SALES -REC 1 20 1.0 1 2 1.2 20 1 SALES AREA - REC EXPERIENCE SALES -REC 1 20 1.0 3 4 1.2 20 1 SALES AREA - REC EXPERIENCE SALES -REC 1 20 1.0 5 6 1.0 20 1 SALES AREA - REC CUSTOMER WAITING - REC 1 20 1.2 7 8 1.2 20 1 MOTORIZED DOORS TOYOTA PARTS/GSM -REC 1 20 1.2 9 10 1.2 20 1 MOTORIZED DOORS EXPERIENCE SALES AREA OFF-REC 1 20 1.0 11 12 1.2 20 1 MOTORIZED DOORS MOTORIZED DOOR 1 20 1.2 13 14 1.2 20 1 SERVICE MGR/CAR RENTAL - REC MOTORIZED DOOR 1 20 1.2 15 16 1.2 20 1 SERVICE ADVISORS -REC MOTORIZED DOOR 1 20 1.2 17 18 1.2 20 1 SERVICE ADVISORS - REC CAFE WAITING - REC 1 20 1.2 19 20 1.6 20 1 CAFE - REC BUSINESS CENTER - REC 1 20 1.2 21 22 1.6 20 1 CAFE - REC SHIPPING/RECEIVING -REC 1 20 0.6 23 24 1.6 20 1 CAFE - REC BREAKROOM/PARTS -REC • 1 20 1.6 25 26 1.2 20 1 CASHIER - REC LOCKER ROOM/RR - REC 1 20 0.6 27 28 1.2 20 1 PARTS MGR/A.P.M. - REC TECH PARTS -REC 1 20 0.8 29 30 1.2 20 1 FIXED OPS DIRECTOR - REC CASHIER/WARRANTY - REC 1 20 0.8 31 32 1.2 20 1 RETAIL PARTS DESK - REC WARRANTY/FILES/CORR - REC 1 20 0.8 33 34 0.6 20 1 CONVENIENCE - REC SPARE 1 20 - 35 36 1.0 20 1 SERVICE DRIVE - REC SPARE 1 20 - 37 38 1.4 20 1 BREAK U.C. REF/COUNTER - REC SPARE 1 20 - 39 40 1.2 20 1 MOTORIZED FIRE SHUTTER SPARE 41 42 - 20 1 SPARE TOTAL KW - PHASE A: 16.0 WITHOUT SPARE 120/208 VOLTS, 3� 4 WIRE. PHASE B: 14.2 WITHOUT SPARE PHASE C: 11.8 WITHOUT SPARE TOTAL AMPS: 133 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 4Z.O SURFACE MTD. PANEL "LB" 225A/3P M.L.O. DESCRIPTION � ate. TRIP AMPS TOTAL CKT # ABC CKT # TOTAL KW TRIP AMPS � a DESCRIPTION SCION INFO DESK 1 20 1.8 43 44 - 20 1 SPARE SCION PILLAR 1 20 .72 45 46 - 2p 1 SPARE PRODUCT INFO DISPLAY WALL 1 20 1.8 47 48 - 20 1 SPARE SPARE 1 20 - 49 50 - 20 1 SPARE SPARE 1 20 - 51 52 - 20 1 SPARE SPARE 1 20 - 53 54 - 20 1 SPARE SPARE 1 20 - 55 56 - 20 1 SPARE SPARE 1 20 - 57 58 - 20 1 SPARE SPARE 1 20 - 59 60 - 20 1 SPARE SPARE 1 20 - 61 62 - 20 1 SPARE SPARE 1 20 - 63 64 - 20 1 SPARE SPARE 1 20 - 65 66 - 20 1 SPARE_ BOTH SHALL PANEL SECTIONS BE EQUAL HEIGHT 120/208 VOLTS, 3 >� 4 WIRE. TOTAL POLES: 66 PANEL "LB" SECTION 2 PANEL "LB" SECTION 1 LOAD INCLUDES BOTH PANEL SECTIONS SURFACE MTD. PANEL "LA" 225A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL CKT # ABC CKT # TOTAL KW TRIP AMPS � � DESCRIPTION UCM/VEHICLE DEL/EXT - REC 1 20 1.4 1 2 0.18 20 1 ELEVATOR PIT - REC DELIVERY/WAIT/CORR - REC 1 20 1.4 3 4 1.08 20 1 F&I WAITING - REC WAITING/UCM/CORR - REC 1 20 1.2 5 6 1.08 20 1 CONFERENCE RM - REC INTERNET WORKSTATION - REC 1 20 .72 7 8 .70 20 1 F&I OFFICES - REC INTERNET WORKSTATION - REC 1 20 .72 9 10 1.44 20 1 GM/MARKETING - REC INTERNET WORKSTATION - REC 1 20 ,72 11 12 1.08 20 1 F&I OFFICE/RR/CLOSET - REC MANAGER/MGR. TOWER - REC 1 20 1.0 13 14 .72 20 1 SALES AREA - REC COPIER - REC 1 20 1.0 15 16 .72 20 1 SALES AREA - REC MEDIA/WORKSTATION -REC 1 20 1.0 17 18 .72 20 1 SALES AREA - REC EDF - REC 1 20 0.6 19 20 .72 20 1 RECEPTION DESK - REC RR/CORRIDOR - REC 1 20 1.0 21 22 1.5 20 1 EXTERIOR BLDG SIGN (DELIVERY) DELIVERY OVERHEAD DOOR 1 20 1.0 23 24 1.5 20 1 EXTERIOR BLDG SIGN (DELIVERY) DELIVERY OVERHEAD DOOR 1 20 1.0 25 26 1.5 20 1 EXTERIOR BLDG SIGN (SERVICE) DELIVERY OVERHEAD DOOR 1 20 1.0 27 28 1.5 20 1 EXTERIOR BLDG SIGN (SERVICE) ELEVATOR SOLENOID/SHUNT TRIP 1 20 0.6 29 30 1.5 20 1 EXTERIOR BLDG SIGN (EXPRESS) EXTERIOR BLDG SIGN (FRONT) 1 20 1.5 31 32 1.5 20 1 EXTERIOR BLDG SIGN (PARTS) EXTERIOR BLDG SIGN (FRONT) 1 20 1.5 33 34 0.72 20 1 CORR. 169 WORKSTATIONS - REC EXTERIOR BLDG SIGN (FRONT) 1 20 1.5 35 36 0.72 20 1 CORR. 169 WORKSTATIONS - REC EXTERIOR BLDG SIGN (FRONT) 1 20 1.5 37 38 1.10 20 1 SALES TOWER (SALES) - REC CONTACTOR 'E' CONTROL CKT 1 20 .10 39 40 0.5 20 1 TRACK LIGHTS CONTACTORS 'A,B' CONTROL CKT 1 20 .20 41 42 0.5 20 1 TRACK LIGHTS TOTAL WATTS - PHASE A: 18.84 WITHOUT SPARE 120/208 VOLTS, 3 >� 4 WIRE. PHASE B: 17.88 WITHOUT SPARE PHASE C: 18.32 WITHOUT SPARE TOTAL AMPS: 157 TOTAL POLES: 84 PANEL "LA" SECTION 1 TOTAL CONNECTED LOAD (KW): 55.04 PANEL "LA" SECTION 1 LOAD INCLUDES BOTH PANEL SECTIONS SURFACE MTD. PANEL "LA" 225A/3P M.L.O. DESCRIPTION � Q TRIP AMPS TOTAL CKT # ABC CKT # TOTAL KW TRIP AMPS � DESCRIPTION CONTACTORS 'C,D' CONTROL CKT 1 20 .20 43 44 0.5 20 1 TRACK LIGHTS TRACK LIGHTS 1 20 0.5 45 46 0.5 20 1 TRACK LIGHTS TRACK LIGHTS 1 20 0.5 47 48 0.7 20 1 GM DNLTS/RR - LTS ELEVATOR CAB - LTS 1 20 0.6 49 50 1.0 20 1 FACP ELEVATOR ROOM - REC 1 20 0.6 51 52 1.2 20 1 MOTORIZED FIRE SHUTTER TELEPHONE BKBD QUAD - REC 1 20 0.4 53 54 1.2 20 1 MOTORIZED FIRE SHUTTER ELEC. RM/EXTERIOR -REC 1 20 0.4 55 56 0.8 20 FUEL DISPENSER PUMP CONTACTOR 'F' CONTROL CKT 1 20 .10 57 58 0.8 2 IRRIGATION CONTROL J-BOX 1 20 1.0 59 60 1.2 20 1 SECURITY GATE TRACK LIGHTING 1 20 .70 61 62 1.2 20 1 SECURITY GATE TRACK LIGHTING 1 20 .70 63 64 - 20 1 SPARE TRACK LIGHTING 1 20 .70 65 66 - 20 1 SPARE TRACK LIGHTING 1 20 .70 67 68 - 20 1 SPARE SPARE 1 20 - 69 70 - 20 1 SPARE SPARE 1 20 - 71 72 - 20 1 SPARE SPACE 1 - - 73 74 - - 1 SPACE SPACE 1 - - 75 76 - - 1 SPACE SPACE 1 - - 77 78 - - 1 SPACE - SPACE 1 - - 79 80 - - 1 SPACE SPACE 81 82 - - 1 SPACE SPACE 83 84 - - 1 SPACE 120/208 VOLTS, 3 � 4 WIRE. BOTH PANEL SECTIONS SHALL B E EQUAL HEIGHT TOTAL POLES: 60 PANEL "LA" SECTION 2 PANEL "LA" SECTION 1 LOAD INCLUDES BOTH PANEL SECTIONS SURFACE MTD. PANEL "LSD" 150A/3P M.C.B. DESCRIPTION -1 o � TRIPTRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS o a DESCRIPTION SERVICE SHOP RECEPTACLE 1 20 .90 1 2 .75 20 1 EDF SERVICE SHOP RECEPTACLE 1 20 .90 3 4 .90 20 1 SERVICE SHOP RECEPTACLE SERVICE SHOP RECEPTACLE 1 20 .72 5 6 2,0 20 RECEPTACLE RECEPTACLE 30 2.0 7 8 2.0 2 NEMA 6-20R NEMA 15-30R 2.0 9 10 2.0 20 RECEPTACLE 3 2.0 11 12 2.0 2 NEMA 6-20R RECEPTACLE 30 2.0 13 14 1.0 20 AIR DRYER NEMA 15-30R 2.0 15 16 1.0 2 3 2.0 17 18 1.0 20 1 TANK MONITOR MACHINE SHOP RECEPTACLE 30 2.0 19 20 1.0 20 1 TANK ALARM NEMA 15-30R 2.0 21 22 0.4 20 1 DATA BACKBOARD - REC 3 2.0 23 24 1.2 20 1 QUICKLUBE RECEPTACLES TIRE CHANGER RECEPTACLE 20 1.0 25 26 1.0 20 WHEEL BALANCER RECEPTACLE NEMA 6-20R 2 1.0 27 28 1.0 2 NEMA 6-20R DETAIL AREA DRYER RECEPTACLE 30 2.2 29 30 .50 20 1 INTAKE LOUVER 2 2.2 31 32 1.3 20 1 DETAIL AREA WASHER RECEPTACLE SPARE 1 20 - 33 34 2.0 30 NEMA 15-30R SPARE 1 20 - 35 36 2.0 2 RECEPTACLE SPARE 1 20 - 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 SPARE TOTAL KW -PHASE A: 17.15 WITHOUT SPARE 120/208 VOLTS, 3>� 4 WIRE. PHASE B: 13.20 WITHOUT SPARE PHASE C: 15.62 WITHOUT SPARE TOTAL AMPS: 142.9 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 45.9% 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro.com seal. tt 0 N w COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMEN r OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LIS-FED BELOW, THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. oc 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 _project no.: 249-00 drawn by: ahs checked by: dlulMF_H Sr. sheet no.: SURFACE MTD. PANEL "MC Q 0 0 W 1- ro o:..................................:..::::::..::::..::.:::...:::..:.::..::::................._ _::...._._..._.........,..............................................................................._............,..:...::..::...::.:....:..........:......... ............................ .. 150A/3P M.C.B. DESCRIPTION J � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS `-� � DESCRIPTION AHU-1 35* 3.13 1 2 0.35 15 1 EF-4 3.13 3 4 0.53 15 1 EF-7 3 3.13 5 6 1.92 30 1 HWRP-1 AHU-2 20* 0.5 7 8 2.0 20 HWH-1 2 0.5 9 10 2.0 CU-1 25* 1.33 11 12 2.0 3 2 1.33 13 14 0.2 20 1 VVT CONTROL POWER (RTU-2) CU-2 30* 1.89 15 16 0.1 20 1 VVT CONTROL POWER (RTU-3) 2 1.89 17 18 0.1 20 1 VVT CONTROL POWER (RTU-4) PANEL 'MLA' 40 2.36 19 20 0.2 20 1 VVT CONTROL POWER (RTU-7) 0.53 21 22 0,2 20 1 VVT CONTROL POWER (RTU-5) 3 0.35 23 24 - 20 1 SPARE SPARE 1 20 - 25 26 - 20 1 SPARE SPARE 1 20 - 27 28 - 20 1 SPARE SPARE 1 20 - 29 30 - 20 1 SPARE TOTAL KW -PHASE A: 9.67 WITHOUT SPARE 120/208 VOLTS, 3�1 4 WIRE. PHASE B: 8.58 WITHOUT SPARE PHASE C: 10.62 WITHOUT SPARE TOTAL AMPS: 88.5 TOTAL POLES: 30 TOTAL CONNECTED LOAD (KW): 28.87 *DENOTES HACR RATED CIRCUIT BREAKER SURFACE MTD. PANEL "HB" 400A/3P M.L.O. DESCRIPTION J � TRIP AMPS TOTAL KW CKT # A 8 C CKT # TOTAL KW TRIP AMPS a DESCRIPTION EXTERIOR LIGHTING 30 - 1 2 - 30 EXTERIOR LIGHTING 2 - 3 4 - 2 EXTERIOR LIGHTING 30 - 5 6 - 30 EXTERIOR LIGHTING 2 - 7 8 - 2 EXTERIOR LIGHTING 30 - 9 10 - 30 EXTERIOR LIGHTING 2 - 11 12 - 2 EXTERIOR LIGHTING 30 - 13 14 - 30 EXTERIOR LIGHTING 2 - 15 16 - 2 EXTERIOR LIGHTING 30 - 17 18 - 30 EXTERIOR LIGHTING 2 - 19 20 - 2 EXTERIOR LIGHTING 30 - 21 22 - 30 EXTERIOR LIGHTING 2 - 23 24 - 2 EXTERIOR LIGHTING 30 - 25 26 - 30 EXTERIOR LIGHTING 2 - 27 28 - 2 EXTERIOR LIGHTING 30 - 29 30 - 30 EXTERIOR LIGHTING 2 - 31 32 - 2 EXTERIOR LIGHTING 30 - 33 34 - 30 EXTERIOR LIGHTING 2 - 35 36 - 2 EXTERIOR LIGHTING 30 - 37 38 - 30 EXTERIOR LIGHTING 2 - 39 40 - 2 EXTERIOR LIGHTING 30 - 41 42 - 30 EXTERIOR LIGHTING 2 - 43 44 - 2 EXTERIOR LIGHTING 30 - 45 46 - 30 EXTERIOR LIGHTING 2 - 47 48 - 2 EXTERIOR LIGHTING 30 - 49 50 - 30 EXTERIOR LIGHTING 2 - 51 52 - 2 SPARE 1 20 - 53 54 - 20 1 SPARE TOTAL KW - PHASE A: - WITHOUT SPARE 277/480 VOLTS, 3u1 4 WIRE. PHASE B: - WITHOUT SPARE PHASE C: - WITHOUT SPARE TOTAL AMPS: 300 TOTAL POLES: 54 ESTIMATED AMP LOAD FOR TOTAL CONNECTED LOAD (KW): - FUTURE EXTERIOR LIGHTING SURFACE MTD. PANEL "HC" 400A/3P M.L.O. DESCRIPTION TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS a SURFACE MTD. PANEL "MA" 400A/�P M.L.O. DESCRIPTION -Wi � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � a0. DESCRIPTION RTU-1 60 10.8 1 2 11.5 60 RTU-4 10.8 3 4 11.5 3 10.8 5 6 11.5 3 RTU-2 40 7.0 7 8 6.67 40 RTU-3 7.0 9 10 6.67 3 7.0 11 12 6.67 3 RTU-5 60 11.5 13 14 7.0 40 RTU-7 11.5 15 16 7.0 3 11.5 17 18 7.0 3 RTU-8 40 6.67 19 20 10.4 60 RTU-9 6.67 21 22 10.4 3 6.67 23 24 10.4 3 SPACE EQUIPPED 100 - 25 26 - 30 SPARE SPARE - 27 28 - SPARE 3 - 29 30 - 3 TOTAL KW - PHASE A: 71.54 WITHOUT SPARE 277/480 VOLTS, 3�d 4 WIRE. PHASE B: 71.54 WITHOUT SPARE PHASE C: 71.54 WITHOUT SPARE TOTAL AMPS: 258.E TOTAL POLES: 30 TOTAL CONNECTED LOAD (KW): 214.62 SURFACE MTD. PANEL "MB" 225A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � � DESCRIPTION RTU-15 40 6.67 1 2 6.67 40 RTU-16 6.67 3 4 6.67 3 6.67 5 6 6.67 3 EUH-5 20 3.34 7 8 3.34 20 EUH-6 3.34 9 10 3.34 3 3.34 11 12 3.34 3 PANEL 'ML' 80 15 13 14 3.34 20 EUH-8 (XFMR T-2) 15 15 16 3.34 3 15 17 18 3.34 3 RTU-10 25 4.43 19 20 4.5 30 RTU-7 4.43 21 22 4.5 3 4.43 23 24 4.5 3 EF-1 15 0.55 25 26 0.55 15 EF-2 0.55 27 28 0.55 3 0.55 29 30 0.55 3 SPARE 1 20 - 31 32 - 20 1 SPACE SPARE 1 20 - 33 34 - 20 1 SPARE SPARE 1 20 - 35 36 - 20 1 SPARE SPARE 1 20 - 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW -PHASE A: 48.39 WITHOUT SPARE 277/480 VOLTS, 3�s 4 WIRE. PHASE B: 48.39 WITHOUT SPARE PHASE C: 48.39 WITHOUT SPARE TOTAL AMPS: 175 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 145.17 SURFACE MTD. PANEL "MC" 400A/�P M.L.O. DESCRIPTION � a TRIP AMPS TOTAL KW CKT ABC CKT # TOTAL KW TRIP AMPS � a DESCRIPTION RTU-11 80 14.30. 2 14.30 80 RTU-12 14.30 3 4 14.30 3 14.30 5 6 14.30 3 RTU-13 80 13.30 7 8 13.0 70 RTU-14 13.30 9 10 13.0 3 13.30 11 12 13.0 3 EUH-1 20 3.3 13 14 3.3 20 EUH-2 3.3 15 16 3.3 3 3.3 17 18 3.3 3 EUH-3 1 30 5.01 19 20 0.93 15 EF-8 EUH-4 1 30 5.01 21 22 0.93 EUH-9 1 30 5.01 23 24 0.93 3 EUH-7 15 2.52 25 26 0.93 15 EF-9 2.52 27 28 0.93 3 2.52 29 30 0.93 3 EUH-10 15 2.52 31 32 2.52 15 EUH-11 2.52 33 34 2.52 3 2.52 35 36 2.52 3 COEF-1 15 0.93 37 38 0.93 15 COEF-2 0.93 39 40 0.93 3 0.93 41 42 0.93 3 COEF-3 15 0.93 43 44 0.93 15 COEF-4 0.93 45 46 0.93 3 0.93 47 48 0.93 3 SPARE 20 - 49 50 - 20 SPARE - 51 52 - 3 - 53 54 - 3 TOTAL KW -PHASE A: 79.65 WITHOUT SPARE 277/480 VOLTS, 3� 4 WIRE. PHASE B: 79.65 WITHOUT SPARE PHASE C: 79.65 WITHOUT SPARE TOTAL AMPS: 288 TOTAL POLES: 54 TOTAL CONNECTED LOAD (KW): 23H.95 MECHANICAL EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE DESCRIPTION ELECTRICAL DATA CIRCUIT DESIGNATION CKT. BKR. CONDUCTOR CONDUIT DISCONNECT MEANS SMK DET REMARKS VOLTS � HP HEAT KVA TOTAL KYA MCA AMPS POLE RTU-1 480 3 3 27.8 32.4 40 MA-1/3/5 60 3 3#6 & 1#10G 3/4" - 1 NOTE 1 RTU-2 480 3 3 16.5 21 25.3 MA-7/9/11 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-3 480 3 2 16.5 20 24 MA-8/10/12 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-4 480 3 3 27.8 34.5 41.6 MA-2/4/6 60 3 3#6 & 1 #10G 3/4" - 1 NOTE 1 RTU-5 480 3 5 27.8 34.5 41.6 MA-13/15/17 60 3 3#6 & 1 #10G 3/4" - 1 NOTE 1 RTU-6 (NOT USED) - - - - - - - - - - - - - - RTU-7 480 3 3 16.5 21 25.3 MA-14/16/18 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-8 480 3 2 16.5 20 24 MA-19/21/23 40 3 3#10 & 1#lOG 3/4" - 1 NOTE 1 RTU-9 480 3 2 27.8 31.2 37.6 MA-20/22/24 60 3 3#6 & 1 #1 OG 3/4" - 1 NOTE 1 RTU-10 480 3 1 11.5 13.7 16.5 MB-19/21/23 30 3 3#10 & 1#10G 3/4" - - NOTE 1 RTU-1 1 480 3 7.5 32 48.5 58.4 MC-1 /3/5 90 3 3#4 & 1 #8G SURFACE MTD. PANEL "MLA" 100A/�P M.L.O. DESCRIPTION � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS a DESCRIPTION EF-3 1 20 1.18 1 2 1.18 20 1 EF-10 EF-5 1 20 0.53 3 4 0.07 20 1 VVT CONTROL POWER (RTU-10) EF-6 1 20 0.35 5 6 0.1 20 1 VVT CONTROL POWER (RTU-8) SPARE 1 20 - 7 8 0.2 20 1 VVT CONTROL POWER (RTU-16) SPARE 1 20 - 9 10 - 20 1 SPARE SPARE 1 20 - 11 12 - 20 1 SPARE TOTAL TOTAL KW - PHASE A: PHASE B: PHASE C: CONNECTED LOAD 2.36 WITHOUT SPARE 0.53 WITHOUT SPARE 0.35 WITHOUT SPARE (KW): 3.24 120/208 VOLTS, TOTAL AMPS: 20 3�s 4 WIRE. TOTAL POLES: 12 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro.com seal. i V CN oB u COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF "THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOU THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 no.: 249-00 drawn by: ahs checked by: dlu/MEH Sr. sheet no.: Panel and Electrical Connection Schedules --I I Ika %7 14 %4 !L2 19 15 1.5 U U. ?: .y - CD C:) W FL > 2 > (a 0 �� liL. 11.0 IS 17.0 kv. v,l�a ILO 2 11.9 im 15.5 172 I&V k4 �1.1­`, h'�,',,-tt.h4 )9W 110.4 43 . C ki I&C US �"y 1. \ / / i )� I \ , `,.... Luminufro Schedule PrajocL, Ail Projects Symbol Qty Label Arrangement Lumeno LLF Description " 32 A D180 120WO 1.000 DL-4 T4-100GMH/PS-D2 Rotatod-VLFG 0 25' mtg hL 00. 11 a SINGLE 44OW 1.000 OL-2 T3-400MH/PS-Wall Mount-VUG 0 2(Y mtg hL -E 43 C SINGLE 120000 LOW DL-4 T3-IOWMH/PS-91 SIngIe-VLFG 0 25' mtg hL [E�� 110 D 120000 - 1.0W DL-4 T5-IWGMH/PS-D2 8ack-Back-VLFG 0 25' mtq hL am 30 E 3 0 120 DEGREES 120WO 1.000 OL-4 T5-1000MH/PS-T12(r-VtFG 0 25' mtg ht. 41- 42 F 4 9 90 DECREES 120wo . I DL-4 T5-1W0MH/PS-499()'-VLFG 0 25' mtq hL " r, Al . 0180 I i2OOOO I I.0W I DL-4 TJ-100WH/PS-02 Rotatod-VUG 0 25' mtg hL I&@ hl WI . - -, "' ,,,, ".1a.0 " ko \ IILV be.8 k3 100 InI 1C4 /' lm� � 1*7., 17.1 / *>,te', - 4 IM3 "- " 1 ,-,, ., Id.3 k4 ,"US. 143,11 , " N 117.4 _ '40 -.%. loo Ilu ..._:., �,., ,� I I., 16,k'I IF ,�,�h7 # ul �l , "... /", / " "z' i�li' ` ka /, k�A 14A .:4::., .. '. o.;�� �1, " /I'M IF ",,, ,, EW91 :, . : :i%11111L111.1.1 / I / " /"L / ��. , , 4K In.3 �u ,,, t�o 1". , " 9 ,,L.:', , 4 _�` , , ` .. .....,Uo b.a "' 104 --�7.0 U4 ;2.0 11A 11.7 I�a I I'll // / ka 13.0 �!" �.z V , , ir ,, ... I ........... : 1: ................ ., ,\ . � � � 'Z 6 UD V.7 ',', 7 % U7 W7.0 1:1 "I .. %l'.d ........ :z i;�� .. ... i�4 he ­%&-f ..... : : .'�&J ...... 47.3 N 3J f.,;"�,, . , : 15�'��,17.2 k7 ii I 1'�� I12 '­h() ...... 14.2 13.9 1.4 '10 /11 ,��-.-, 'I'll ............... � ................ ; ; .... L ........... : : : : ................ , ., .:..., 1.'........'. - " ... , � i J� z I C /".,-.,Z, I I&O _' 11.4 *57-3 bmq..� U., 11 1�� - :i ka U2 ; 116.4 ..... kil . U9 k4 UA � ................ 12U !Mo .... 16.0 : ... :-'13.6� 1&2 ; le.2 I" %_3 z 15.7 1-2 10 13 1.11 _1 I �.41 \ I 11;� ,,` \ ` F �! .1 I , 13.4 Ile 12A 1, lo�3 /111�1 X1, I . . .... .. �. U7 - ............ 17A .. ............ i � ......... L ..... � � ... . t___N,Q )R . 14,0 ­­­­ .............. k2 i . �U ­­­ 10.9 11.7 10.7 ........... ­111: : : . : ................ : : 14 11.4 ................ - ............ 4i � � - 17.1 .... 11.0 ... 14,5 I .., 1- ... ­.zz -:-,., , . -,%� _ �, ,vf - " , �_ I -1 ":�r� ­�t_ , " .1 - . � 10 b.a IV ILV " 14A 11.4 14A 162 1.4 '41 , 1�� `t��,.. , .e \ � : : , : ­­_ .......... : �_,____. : : � � I. 11.11 Statistical Area Summary Project- All Projects Label Avg Max Mtn Ayg/Min Mux/Mln Interior Rows B5.52 115 30.8 2.78 3.73 Front Row 132.a5 laa 101 1.32 1.86 1 Inventory 5&22 126 7.7 7.56 16.36 Employee Parking 1 37.46 1 102 1 10.1 1 3.71 1 10.10 SCALE: 1 `50' I ;� ............. :: : c.,., '__, 1� %, \1 ................ � ........ : : ........... * ..... �/ '�� � �4��, : � , ' � '' ­­_ . : , 0 ,,* � � : ­13.1 %. 13. , lul he k7 �&a VA W12 �U IiI.0 hl ILS hd Us - ­ 17.4 IM _­ 16W­ �.i .... 14.9 !! I u Is.2 las Va %A ILl 1-a 10 1U ,1.5 1.2 1.3 1.3 1.0 L7 "I � , t : " ". 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'�I4 - 1I.5 ­x- ,... .." . �, , ", ,­­ _­. . - - . . : � ... .. ­ .­... V . _�: ..I., " ," �.. . .. ., - .11 .. . I. .. I , - . . '. . � � �.. ­::: . ...... - ... �1� ... . ". . - I - � I I., , , . , .. ��% � .... �..., � : ­. . t..... I '.... I ... I ".. .1 I...." ' . . I . I t " . I . . - . �-- ­ . . - . I . . I I ,. ..., . ,.. � .,',,,: -1 S��,) - ov\�� �� [�!- ' - -1 jAlk I k 0 04 qM 'a . An Ah X MOIL AN* I 4 Ah ...... IL ..... a Ak M a pAh f-MMY"s -9 imiiii 818 Marietta Street, NW Atlanta, Georgia 303 1 8 404.881.8370, 404.881.8173 (f) w w w. z e n n e r g r o u p.. c o rn s e a I : 'I \ I? '? ) 14 I& C'4 Q1 <D .-" __�E; -Sc,� - I" I -I p ",4 6 CL L_ M '14% 1­71 Y_ 1 4 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FORTHE PROJECT LIS-FED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OFTHE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOS)ES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT T HE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC 1i ssu an ces : ____1 PROGRESSSET 1-30-04 PROGRESSSET 3-03-04 FOR CONSTRUCTION 3-22-04 . . I � 11 I � . I . I . _J LL - 0 >i, 0 4=J C: C: :3 0 WN 0. M 0 _1111J 0 D 0 0 0 C: &. >% E (1) (D 0 U) +_J 1..I,..MW -6 C &_ 0 a) 4- C: E U) W , :D (1) U) AMMMO 4- a) W 0 >1 +_J > _�t - C: I 0 - 'O �0 a) (Lo > > �) 4-J :3 0 M 0 In E C) &_ a) 0 -4-J +_J C: :3 W < 0 Q) r_ � 0 �_ I Iproject no.: drawn by: BW checked by: dlu/MEH Sr. sheet no.: 0% 0% IIIIIIIIIIIIIIIIIIIIIII - E I I (i--tw� Site Lightinq layout —T qL ...... _ MC ; im K7 0 vA Y1 u, HA— U 25, 27 0 #10 xi ._:....... ..... _._. ..... .......... —nin-rcc o a BUILDING SIGN. NOTE 3 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404,881.8173 (f) www.zennergraup.com seal: 61 N CD •" W LJ� y- COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL U d E U) n� 0 ram, c ® 0 Q) 0' Q� Q project no.: 249-UO drawn by: jrh checked by: dlu/MEH Sr. sheet no.: El 1 u Showroom Floor - Lighting ....,.... _. .... ... .................,,» _. ..< .. t, .. .. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroucom seal. �r N u�rn O �N COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04, project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: Showroom Floor - Power & Systems a I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergro.com seal: N nJJ y L� y- COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 LL ® 0 : 0 ® ® c E ® U) 4-j c: o -E U) 4� 4-1 U '0 L WL E Q 0 4�j project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: Service Shop - Lighting e DRAWING NOTES: (TYPICAL FOR ALL POWER SHEETS) 1. MOUNT JUNCTION BOX AT ROOF STRUCTURE AND EXTEND ONE (1) 3#10 "SJO" CORD DOWN TO 30 AMP, 2 POLE NEMA L6-30R TWIST -LOCK RECEPTACLE AT 5'-6" A.F.F. AND EXTEND ONE (1) 3#12 "SJO" CORD DOWN FROM JUNCTION AT ROOF AND CONNECT TO UTILITY BOX ON LIFT EQUIPMENT. PROVIDE MATCHING CORD AND PLUG FROM RECEPTACLE TO EQUIPMENT CONNECTION POINT FOR A COMPLETE INSTALLATION. PROVIDE KELLUMS GRIPS AT JUNCTION BOX, RECEPTACLE, PLUG AND EQUIPMENT CONNECTION POINT. 2. MOUNT RECEPTACLE AT ROOF STRUCTURE FOR CONNECTION TO LIGHT REELS. 3. EXTEND 2"C UP THROUGH ROOF AND INSTALL 2" WEATHERHEAD ON CONDUIT FOR CONNECTION TO SATELLITE DISH. VERIFY EXACT LOCATION OF DISH AND CONDUIT ROUTING. 4. FLUSH MOUNTED DRYER RECEPTACLE - 30 AMP, 208V, 1 PHASE, 3 WIRE G.E. #4132-3 WITH STAINLESS STEEL COVERPLATE. FURNISH MATCHING CORD AND PLUG SET FOR DRYER - CAROL #05655. 5. CONTRACTOR SHALL INSTALL ALL GFCI RECEPTACLES, SPECIAL RECEPTACLES AND DATA OUTLETS IN SERVICE SHOP AREA AND COMPRESSOR/FLUIDS ROOM AT 44" A.F.F. TO CLEAR THE WORKBENCH AND COUNTER. ALL CONDUITS STUBBED UP ABOVE SHOP FLOOR, IF EXPOSED, SHALL BE INSTALLED WITH EXPLOSION -PROOF FITTINGS PER NEC. 6. JUNCTION BOX MOUNTED ABOVE CEILING IN AREA SHOWN. EXTEND 1" EMPTY CONDUIT TO JUNCTION BOX IN COMPUTER ROOM #178 FOR CONNECTION TO SATELLITE. 7. CONTRACTOR SHALL EXTEND 3/4" CONDUIT WITH PULL STRING FROM EACH DATA OUTLET IN SERVICE SHOP UNDERGROUND AND STUB -UP TO DATA BACKBOARD ON SHOP WALL AT BREAKROOM. 8. TELEPHONE BACKBOARDS SHALL BE 4' (W) x 8' (H) x 3/4" (T) PLYWOOD SECURED TO WALL. PROVIDE 1#6G-1/2"C TO SWITCHBOARD 'MSB' GROUND BUS AND LEAVE 2' SLACK AT BACKBOARD. EXTEND 2-4"C TO PROPERTY LINE AS INDICATED ON SITE PLAN. TERMINATE AS DIRECTED AT PROPERTY LINE BY LOCAL COMPANY SERVING SITE. BACKBOARDS SHALL BE PAINTED WITH BLACK FIRE RETARDANT PAINT PRIOR TO MOUNTING. 9. DATA/TELEPHONE PATCH PANEL BACKBOARD, 4' X 4' X 3/4", MOUNTED AT 10'-0"A.F.F. EXTEND 2-2- EMPTY CONDUITS TO COMPUTER ROOM. TERMINATE BOTH ENDS WITH NYLON BUSHINGS. 10. PROVIDE 2-4"C FROM DATA BACKBOARD IN COMPUTER ROOM TO TELEPHONE BACKBOARD IN MAIN TELEPHONE ROOM. 11. DATA BACKBOARD FOR PATCH PANEL SHALL BE 4' (W) x 4' (H) x 3/4" (T) PLYWOOD SECURED TO WALL. DATA BACKBOARD SHALL BE PAINTED WITH BLACK FIRE RETARDANT PAINT PRIOR TO MOUNTING. MOUNT AT +10'-0" AFF. TO CENTER OF BACKBOARD. 12. COORDINATE EXACT LOCATION OF FLUSH FLOOR WIREWAY WITH ARCHITECT PRIOR TO INSTALLATION. 13. PROVIDE FIRE ALARM SYSTEM INTERLOCK WITH ELEVATOR RECALL. RECALL SHALL BE FROM SMOKE DETECTORS AT ELEVATOR LOBBIES, TOP OF ELEVATOR SHAFT AND ELEVATOR EQUIPMENT ROOM. SMOKE DETECTOR IN ELEVATOR EQUIPMENT ROOM SHALL ALSO, THRU N.O. CONTACT, SHUNT TRIP CIRCUIT BREAKER FOR ELEVATOR CONTROLLERS. HEAT DETECTOR SHALL ALLOW SPRINKLER SOLENOID VALVE TO OPEN, THRU N.O. CONTACT IN HEAT DETECTOR AND TIME DELAY SWITCH. SOLENOID SHALL BE DRIVEN OPEN BY POWER. TIMER DELAY SWITCH SHALL BE SET FOR DELAY -ON -OPERATE. SWITCH SHALL BE SIGNALINE MODEL 300. CONTRACTOR SHALL COORDINATE, WITH ELEVATOR INSTALLER, SETTING OF TIME DELAY ON BREAKER SHUNT TRIP TO ALLOW ELEVATOR TO REACH DISCHARGE FLOOR BEFORE TRIPPING BREAKERS. DELAY ON SPRINKLER SOLENOID SHALL BE SET TO ALLOW ELEVATOR SHUT DOWN BEFORE WATER FLOW. SEE ELEVATOR EQUIPMENT SCHEDULE FOR FOR SHUNT TRIP CIRCUIT BREAKER REQUIREMENTS. 14. JUNCTION BOX ABOVE CEILING FOR CONNECTION TO SPRINKLER SOLENOID SWITCH. SOLENOID SWITCH SHALL BE ACTIVATED THRU 20A STERILE CONTACT IN HEAT DETECTOR HEAD. 15. PROVIDE INTERLOCK TO FACP FOR MONITORING OF ELEVATOR STATUS. 16. CONTRACTOR SHALL SURFACE MOUNT ALL CONDUITS AND DEVICES AT BACK WALL OF BUILT-UP CASEWORK. COORDINATE INSTALLATION WITH CASEWORK DETAILS AND VERIFY MOUNTING WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 17. ALL FIRE ALARM STROBES SHALL BE SYNCHRONIZED WHEN IN THE SAME FIELD OF VISION. 18. FIRE ALARM BATTERY CALCULATIONS SHALL BE PROVIDED WITH FIRE ALARM SHOP DRAWINGS. 19. INSTALL JUNCTION BOX AT 24" A.F.F. EXTEND CIRCUITRY IN FLEXIBLE METAL CONDUIT TO DISHWASHER. MAKE ALL CONNECTIONS TO APPLIANCE AS REQUIRED. 20. INSTALL JUNCTION BOXES AT 24" A.F.F. EXTEND CIRCUITRY IN FLEXIBLE METAL CONDUIT TO OUTLETS FOR POWER/DATA AT 18" A.F.F. AS SHOWN ON PLAN. 21. MOUNT JUNCTION BOX ON WALL AT TOP OF SHUTTER FOR POWER CONNECTION TO MOTOR. CONTRACTOR SHALL INSTALL RAISE/LOWER SWITCH FURNISHED BY SHUTTER SUPPLIER. PROVIDEALL INTERLOCK CONNECTIONS WITH FIRE ALARM CONTROL PANEL FOR OPERATION OF FIRE SHUTTER. 22. MOUNT JUNCTION BOX AT SHUTTER FOR FIRE ALARM SYSTEM MONITORING OF SHUTTERS. CONTRACTOR SHALL ELECTRONICALLY CONNECT TO SHUTTER DOOR WARNING DEVICE FURNISHED WITH THE SHUTTER. COORDINATE WITH THE SHUTTER SUPPLIER FOR MONITORING THE DOOR STATUS FROM THE SHUTTER SENSOR. THE FIRE ALARM SYSTEM SHALL NOT CONTROL THE FIRE SHUTTER. 23. PROVIDE POWER CONNECTION TO MOTORIZED LOUVER. COORDINATE WITH DIVISION 15 DRAWINGS. 24. MOUNT JUNCTION BOX ON WALL FOR MOUNTING OF TANK ALARM. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT. CONNECT AS DIRECTED BY SYSTEM SUPPLIER/INSTALLER. 25. CONTACTOR SHALL INSTALL #10 CONDUCTORS THROUGHOUT ENTIRE CIRCUIT. 26. EXTEND 3/4" EMPTY CONDUIT WITH PULL STRING TO FUEL DISPENSER. CONTRACTOR SHALL INSTALL A 30/2/NF/4X DISCONNECT SWITCH AT FUEL DISPENSER. MAKE ALL ELECTRICAL CONNECTIONS TO PUMP AS REQUIRED. FIELD COORDINATE EXACT LOCATIONS. SEE SITE PLAN FOR CONTINUATION. 27. COORDINATE WITH OWNER'S TELEPHONE SYSTEM INSTALLER FOR DATA/VOICE LINES TO THIS LOCATION. ALL OUTLETS ARE TO MATCH ELECTRICAL RECEPTACLE HEIGHT. 28. EXTEND 1" CONDUIT OUT OF BUILDING FOR CONNECTION TO IRRIGATION SYSTEM CONTROL BOX. SEE SITE PLAN FOR CONTINUATION. 29. S.P.S.T. TOGGLE SWITCH MOUNTED AT 48" A.F.F. EXTEND 2#12-1/2"C TO CONTACTOR 'F' FOR CONTROL OF FUEL DISPENSER. SIMILAR TO DETAIL 14/E001. COORDINATE EXACT MOUNTING LOCATION. 30. PROVIDE (2)-1 1/2"C FROM RECEPTION DESK TO LANDSCAPE AREA , STUB UP AND CAP. 31. EXTEND CONDUITS TO SECURITY GATES FOR POWER CONNECTION. 32. EXTEND (2)-1 1/2"C FROM RECEPTION DESK, STUB UP ABOVE CEILING AND TERMINATE WITH NYLON BUSHING. 33. EXTEND CONDUITS FROM RECEPTION DESK TO ABOVE CEILING FOR POWER TO SECURITY GATES. 34. MOUNT RECEPTACLE AT +60" AFF C.O. MONITOR CABINET. 3,5 4 LCA-2,4,6 6 10 'LCA' 1. LCA-1, 3, 5 LCA-8,10 ENLARGED PLAN - COMPUTER ROOM E W1 % SCALE: 1 /4" = 1'-0" IIVr VRM mr Amon i r-u i / t 4uwitttt Vr lirlAlVbGJ Rr-wuIRr u AND SECURE SCOPE CHANGE WHEN REQUIRED. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404,881.8173 (f) www.zennergp.com seal: �t rn 4� n w i COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. cQ2004 THE "ZENNER GROUP, INC. ISSUaf1Ce5: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 J LL U� ® rr0,, V 0 ® 0 c L. >41 E (D ® v) _ ^, O E O c v � ® (� ® 4-1 4_j � U project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: E � 121 % SCALE: 1 /8" = 1'-0" Service Shop - Power & Systems zi I ItL-------- --------------, i I I i I II i _ I O I j GENERAL I I F-)FFICE I i IVVT-16-5 ! ,I II i j VVT-16-4 '^I I J — Do jF (C L f nrFICE LC-17 �,IIPFLIE � I ! jII IR_ .-OPIER FAX PRINT n 14 ® F II -- i , I � 12 CC LC-8,10,12_ � hJ - ---- I � i VVT-161- 3 � � �j (2 . 9) F Ili illlir_ ) i� VVT-16-6 t'I c �— �—� P A `f'r, / L L z O' OFFI � J I " 0 J' ! VVT-16-7 \ I ! �Q135 ��� I VVT-16-1 „R --LC-7,9,11 J g \ i f— VVT-16-2 J LC-14,16,E , LC-2,4,6 \I i DOWN TO I LOWER LEVEL 'LC' 9,1 4,6 BREAK N. ROOM I 1 lr F — — — -- --- — — — � - - --- j ! it ! it I� ! li j - - - rr -- ter— — ! — -,�-- - - - - -- -- - -- - - LC-13 j MLA-8 / W`")�"1EN I N. I ! III i � LC-1,3,5 � I TV jai it Vol i I\ I TRAINING !� IJ ROOM -- — — — — +� — - - ---- -- -- -- —---------L---- F-7, — — -- -----------------� I I, i ili I j � III � I 5 �1 ! I I. I I N ! III ! tl - --.i Ih y ' I ��r II CFI--- --- _--:_ EXPANSION I -------------------- i I I ! I SECOND FLOOR- - POWER & SYSTEMS E �21 0% SCALE: 1/8 pp - 1'-0" SEE SHEET E121 FOR ALL POWER NOTES REFERENCED ON THIS SHEET NOTE (TYPIC HA-2,4,6 I I I � (TYPICAL) SECOND FLOOR... -LIGHTING. E �210) SCALE: 1 /8" = 1'-0" NOTE 1 (TYPICAL) DIVISION 16 CONTRACTOR SHALL FULLY COORDINATE THE MOUNTING HEIGHTS OF ALL FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. INFORM THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ANY FIXTURES. SEE SHEET E120 FOR ALL LIGHTING NOTES REFERENCED ON THIS SHEET 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com seal: - C a� O $N W COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW_ THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. issuances: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 J LL. U C C o U O >10 E O � � E V) o :3 u) C U project no.: 249-00 drawn by: jrh checked by: dlu/MEH Sr. sheet no.: Second Floor - Electrical a`> 8 T 0 ro location map: 2 3 , 4 . . 3 1 2 Fj] �\i 4 t Lb c r J Gl s 0 )C it 2 I.> ...." r.>..< 2004 tgla nQ uost. o m, I no.; 0 2004 NavigatM--i n 7ooh no klq drawing symbols: 1 DETAIL NUMBER a2. SHEET NUMBER 1 ELEVATION a5.1 SYMBOL DETAIL SECTION WALL SECTION 9 300M 90 rc IF >. -U 0 a A COLUMN NUMBER ENLARGED DETAIL 1 I SEE KEY FOR a9.1 LOCATION 6 HANDICAP ACCESSIBLE 1L. SYMBOL A& REVISION NUMBER ONOTE KEY --�- BREAK LINE 1 1 BUILDING SECTION CENTER LINE a6.1 ! a6.1 _r` TOP OF PARAPET VERTICAL DIMENSION RELATIVE TO FINISH ELEV.-16'-0' AF.S. SLAB abbreviations: DETAIL NUMBER 3 <4 a9.1 SHEET NUMBER W A.D. AREA DRAIN ELEC. ELECTRICAL INSUL. INSULATION A.F.F. ABOVE FINISH FLOOR E.O.S. EDGE OF SLAB INT. INTERIOR A.F.S. ABOVE FLOOR SLAB EQ. EQUAL JBOX JUNCTION BOX ARCH. ARCHITECTURAL EQPT. EQUIPMENT MAX. MAXIMUM BD. BOARD EXT. EXTERIOR MECH. MECHANICAL BLDG. BUILDING F.D. FLOOR DRAIN MIN. MINIMUM BM. BEAM F.E. FIRE EXTINGUISHER M.O. MASONRY OPENING B.O. BOTTOM OF F.F.E. FINISH FLOOR ELEVATION MTD. MOUNTED BRG. BEARING FIN. FINISH MTL. METAL CAB. CABINET FL. FLOOR N/A NOT/APPLICABLE CL. CLOSET FTG, FOOTING N.C. NON-COMBUSTIBLE CLG. CEILING FURR. FURRING N.I.C. NOT IN CONTRACT CLR. CLEAR GA. GAUGE O.C. ON CENTER C.M.U. CONCRETE MASONRY UNIT GEN. GENERAL O.H. OVERHEAD COL. COLUMN GFI GROUND FAULT INTERRUPT OPP. OPPOSITE CONC. CONCRETE G.W.B. GYPSUM WALL BOARD P/L PROPERTY LINE D.F. DRINKING FOUNTAIN GYP. GYPSUM P PLATE DIA. DIAMETER H.B. HOSE BIBB PR. PAIR DN. DOWN H.M. HOLLOW METAL PTD. PAINTED EX. EXISTING HT. HEIGHT R.D. ROOF DRAIN EA. EACH HTR. HEATER REQ'D. REQUIRED E.F. EXHAUST FAN H.V.A.C. HEATINGNENTILATION/ AIR CONDITIONING REV. REVISION OR REVISED R.O. ROUGH OPENING R.S. REMOTE SENSOR R.T.U. ROOF TOP UNIT S.A.B. SOUND ATTENUATION BATT S.F. SQUARE FOOT SIM. SIMILAR SPEC. SPECIFICATION S.S. STAINLESS STEEL S.T. SAND TRAP STL. STEEL STRICT. STRUCTURAL SUSP. SUSPENDED T.O. TOP OF T.S. TUBE STEEL TYP. TYPICAL V.C.T. VINYL COMPOSITION TILE V.T.R. VENT THROUGH ROOF W.H. WATER HEATER Owner: Automotive Investment Group, Inc. P.O. Box 16460 Phoenix, AZ, 85011 (ph) 602.230.1051 (f) 602.230.2826 Project Contacts: Michael Pacheco architect: The Zenner Group, Inc. 818 Marietta Street, NW Atlanta, Georgia 30318 (ph) 404.881.8370 (f) 404.881.8173 www.zennergroup.com Project Contact: David Zenner, Susan Colgan I contractor: I Pro BuildingSystems Y 3678 North Peachtree Rd. Chamblee, GA 30341 (ph) 770.455.1791 (fx) 770.455.4123 www.probldgsystems.com Project Contacts: Mr. Jack Krivec civil engineer: PEC/Professional Engineering Consultants, Inc. 200 East Robinson Street Suite 1560 Orlando, Florida 32801 (ph) 407.422.8062 (fx) 407.849.9401 Contact: Rick Merkel, Jeff Banker structural engineer: Palmer Engineering 3584 Habersham @ Northlake Tucker, GA 30084 (ph) 770-908-9908 (f) 770-908-9919 palmereng@mindspring.com Project Contact: Baku Patel, Ben Clemens mep engineer: Morris E. Harrison & Associates, Inc. 6825 Jimmy Carter Boulevard Suite 1180 Norcross, GA 30071 (ph) 770-441-0019 (fx) 770-447-6918 dlu@mehaeng.com Project Contact: David Lu general notes: ALL WORK PERFORMED SHALL BE IN ACCORDANCE UJITN ALL APPLICABLE COOE5, REGULATIONS AND OROINANCE5 ENFORCED BY THE CITY OF SANFORD, STATE OF FLORIDA. A.I.A. DOCUMENT 12010991) 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' 15 NE'REBY MADE PART OF THESE CONTRACT OCCUMENT5 TO THE SAME EXTENT A$ IF BOUND HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING REQUIRED BUILDING, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER APPLICABLE CONSTRUCTION PER'1IT5 FOR ALL PHA5E5 OF WORK PRIOR TO START OF CONSTRUCTION AND SHALL PROVIDE U5E OCCUPANCY PER'11T AT COMPLETION OF THE PROJECT. CONTRACTOR SHALL SUBMIT PLAN OF CONSTRUCTION SEQUENCE TO THE OU.NER i ARCHITECT PRIOR TO BEGINNING CONSTRUCTION WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN CON5TRUCTICN DOCUMENT5 AND SHALL REQUE5T CLARIFICATION, OR DIRECTION, PRIOR TO START OF WORK AND IN SUFFICIENT TIME FOR ARCHITECT TO RENDER A DECISION WITHOUT DELAYING PROGRE55. DO NOT VALE DOCUMENTS. REFER TO WRITTEN DIMEN51ON5 OR 5PECIFICATION5 BELOW FOR DETAILED INFORMATION. 5PECIFICATION5 SHALL HAVE PRECEDENCE OVER DRAWIN'G5. LARGE SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. DIMEN51ON5 INDICATED ARE FROM FINISH FACE OF INTERIOR PARTITION5 AND COLUMN LINES, AND TO FACE OF EXTERIOR AND BEARING WALLS UNLE55 OTHERWISE NOTED ON PLAN. CLEAR 0IMEN6ICN5 ARE NOTED WHERE TNEY ARE CRITICAL AND MUST BE MAINTAINED. VERTICAL DIMEN61ON5 TO FLOOR ARE TO TOP OF 5LA5 UNLE55 OTHERWISE NOTED. DETAIL5 ARE KEYED ONLY ON THE PLANS OR ELEVATION5 AND ARE TYPICAL FOR 51MILAR CONDITIONS THROUGHOUT UNLE55 OT14EW15E NOTED. 'TYPICAL' MEAN5 SIMILAR OR IDENTICAL FOR ALL LIKE CONDITION5 UNLE55 OTHERWISE NOTED. 'ALIGN' MEANS SIMILAR COMPONENTS OF CONSTRUCTION (WALLS, JAMBS, ETC.) SHALL ALIGN ACROSS V0105 AND FACES OF DISSIMILAR ITEMS SHALL FALL IN T14E SAME LINE A5 INDICATED. GENERAL CONTRACTOR SHALL BE RE5PON515LE FOR COORDINATION OF THE INSTALLATION OF ALL DUCTWORK, PLUMBING LINES AND SPRINKLER LINES TO AVOID INTERFERENCE OF THE VARICU5 5Y5TEM5 WITH ONE ANOTHER AND WITH TOE 5TRUCTURE OF THE BUILDING. FIELD CNANGE5 REQUESTED BY THE OWNER OR ARCHITECT MUST BE PRICED BY THE CONTRACTOR AND AUTHORIZED BY CHANGE ORDER PRIOR TO IMPLEMENTATION. 50ME CNANGE5 MAY AFFECT THE COMPLETION DATE AND PRICING, CONTRACTOR SHALL SUBMIT TO ARCHITECT ORDER CCNFIRMATICNS WITH DELIVERY DATES OF ITEMS REQUIRING LONG LEAD TIMES AL QU ST F r F NA ITT L RE E S OR SUBS ITUTION OF ITEMS 5r EGl IED 5 LL BE SUBM ED TO THE ARCHITECT IN W ITING AND D WILL BE CON5IDERED ONLY IF IMPROVED SERVICE MORE ADVANTAGEOU5 DELIVERY DATE OR LOWER PRICE (WITH CREDIT TO THE OMER) ARE PROVIDED UJITkOUT SACRIFICING QALITY APPEARANCE AND FUNCTION. UNDER NO CIRGUM TANGES WILL IT BE THE ARCHITECT'S RE5PON5151LITY TO PROVE THAT A PRODUCT PROP05EP FOR 5UBSTITUTICN 15 OR 15 NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. CONTRACTOR SHALL SUBMIT SNOP DRAWING5 OF ALL ITEMS AND REQUIREMENT5 TO THE CU.NER'S DESIGNATED REPRESENTATIVE. 5NOP DRAWINGS SHALL INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS SETTING DRAWINGS, DIAGRAMMATIC DRAWING AND MATERIAL 50l-IEOULE5. LOCATION AND ORIENTATION OF ALL ITEMS 514ALL BE CLEARLY INDICATED. FABRICATION SHALL BEGIN ONLY AFTER RECEIVING APPROVED SHOP DRAWING5. SUBMITTAL OF 5NOP DRAWING5 FOR APPROVAL 15 REQUIRED PRIOR TO CONSTRUCTION OF ANY BUILT-IN CA5EWOFX OR 5NELVING. SUBCONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING DIMEN51CN5 FOR BUILT-IN UNITS. MATERIALS AND UKJRKMANSNIP ARE TO CONFORM TO THE MATERIALS AND W0R<MANSHIP REQUIREMENTS OF THE SPECIFICATIONS. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED 5PECIFICATION5. EQUIPMENT AND APPLIANCES: CONTRACTOR 50ALL PROVIDE AND INSTALL EQUIPMENT AND/OR APPLIANCES 5PECIFIED UNLE55 OTNEFW15E NOTED. ALL FINISHED WOW 5NALL BE PROTECTED FROM DAMAGE AND DIRT t ALL RUBBISH AND DEBRI5 SHALL BE REMOVED DAILY. AT THE COMPLETION OF CONSTRUCTION CONTRACTOR SHALL BE RE5PON51BLE FOR COMPLETE CLEANING OF THE BUILDING. THIS 514ALL INCLUDE THE CLEANING OF ALL HARDWARE, PLUMBING FIXTURES, OLA55 AND GLAZING, CASEWORK (INCLUDING INTERIOR OF CABINETS t DRAWERS), REMOVAL OF PAINT SPOTS CLEANWG AND SEALING OF ALL FLOOR MATERIALS A5 RECOMMENDED BY MANUFACTURER. BUILDING 5NALL BE READY FOR OCCUPANCY. OBJECTS PROJECTING FROM WALL5, FREE5TANDING, OVERHEAD, OVERNANGING OBJECTS, AND OBJECTS MOUNTED ON P05T5 AND PYLON5 5NALL BE IN5TALLED IN COMPLIANCE WITH RULE 11-4.4, FLORIDA ACCE551511TY CODE. list of drawings: civil: structural: C-1 COVER SHEET S1.1 STRUCTURAL GENERAL NOTES & SCHEDULES C-2 GENERAL NOTES S2.1 FOUNDATION PLAN C-3 SITE PLAN - EXISTING CONDITIONS S2.2 FOUNDATION PLAN C-3A SITE PLAN - PROPOSED DEVELOPMENT S2.3 FOUNDATION PLAN C-4 GEOMETRIC AND PAVEMENT MARKING PLAN S2.4 SHOWROOM & SECOND FLOOR C-5 GEOMETRIC AND PAVEMENT MARKING PLAN ROOF FRAMING PLAN C-6 PAVING, GRADING AND DRAINAGE PLAN S2.5 SERVICE AND PARTS ROOF FRAMING PLAN C-7 PAVING, GRADING AND DRAINAGE PLAN S2.6 SERVICE DRIVE & QUICK LUBE ROOF FRAMING C-8 PAVING, GRADING AND DRAINAGE PLAN & SECOND FLOOR ROOF FRAMING PLAN C-9 UTILITY PLAN S3.1 FOUNDATION SECTIONS & DETAILS C-10 PAVING DETAILS S3.2 FOUNDATION SECTIONS & DETAILS C-11 UTILITY DETAILS -- WATER S3.3 FRAMING SECTIONS & DETAILS C-12 UTILITY DETAILS -- SEWER S3.4 FRAMING SECTIONS & DETAILS C-13 OFF -SITE TURN LANE IMPROVEMENTS S3.5 FRAMING SECTIONS & DETAILS C-14 PUMP STATION DETAILS S3.6 FRAMING SECTIONS & DETAILS L-1 LANDSCAPE PLAN S3.7 FRAMING SECTIONS & DETAILS S5.1 BRACING ELEVATIONS & DETAILS architectural: S5.2 BRACING ELEVATIONS & DETAILS Al 04-21-05 a0.1 COVER SHEET 0 04-21-05 a0.2 LIFE SAFETY PLAN mechanical: 0 04-21-05 a2.0 OVERALL FLOOR PLANS M001 MECHANICAL SYMBOLS, LEGEND, A 04-21-05 a2.1 SHOWROOM & SECOND FLOOR FLOOR PLAN NOTES & EQUIPMENT SCHEDULES 4 04-21-05 a2.2 PARTS & SERVICE FLOOR PLAN M002 MECHANICAL SCHEDULES 0 0 - 05 4 21 2. a 3 E SERVICE DRIVE FLOOR PLAN M003 MECHANICAL DETAILS I S 04-21-05 a2.4 SERVICE SHOP FLOOR PLAN M004 MECHANICAL DETAILS 0 04-21-05 a2.8 DETAIL PLANS & SECTIONS M110 SHOWROOM FLOOR - MECHANICAL 0 04-21-05 a2.9 DETAIL PLANS & SECTIONS M120 SERVICE SHOP - MECHANICAL A 04-21-05 a3.1 PARTIAL ROOF PLAN M210 SECOND FLOOR - MECHANICAL ® 04-21-05 a3.2 PARTIAL ROOF PLAN M211 ROOF PLAN - MECHANICAL 0 04-21-05 a3.3 ROOF DETAILS A 04-21-05 a4.1 SHOWROOM & 2ND FLOOR plumbing: REFLECTED CEILING PLAN P001 PLUMBING SYMBOLS, LEGEND, DETAILS, A 04-21-05 a4.2 PARTS & SERVICE GENERAL NOTES, AND FIXTURE SCHEDULE REFLECTED CEILING PLAN P002 SANITARY RISERS PLUMBING 0 04-21-05 a4.3 SERVICE DRIVE REFLECTED CEILING PLAN P110 SHOWROOM FLOOR - SANITARY & WASTE 0 04-21-05 a4:I SERVICE SHOP REFLECTED CEILING PLAN P111 SHOWROOM FLOOR - WATER 0 04-21-05 a5.1 EXTERIOR ELEVATIONS P120 SERVICE SHOP - WASTE 0 04-21-05 a5.2 EXTERIOR ELEVATIONS P121 SERVICE SHOP - WATER & AIR 0 04-21-05 a6.1 BUILDING SECTIONS P210 SECOND FLOOR - PLUMBING 0 04-21-05 a6.2 BUILDING SECTIONS P310 SHOWROOM FLOOR - STORM 0 04-21-05 a7.1 WALL SECTIONS P320 SERVICE SHOP - STORM ® 04-21-05 a7.2 WALL SECTIONS 0 04-21-05 a7.3 WALL SECTIONS electrical: 0 04-21-05 a7.4 WALL SECTIONS E001 ELECTRICAL SYMBOLS, LEGEND, DETAILS, A 04-21-05 a7.5 SECTION DETAILS GENERAL NOTES, AND LIGHTING FIXTURE SCHEDULE Q 04-21-05 a8.1 STAIR & ELEVATOR PLANS & SECTIONS E002 ELECTRICAL RISER DIAGRAM 0 04-21-05 a9.1 ENLARGED FLOOR PLANS E003 PANEL SCHEDULES 0 04-21-05 a9.2 INTERIOR STOREFRONT ELEVATIONS E004 PANEL AND ELECTRICAL CONNECTION SCHEDULES 0 04-21-05 a9.3 INTERIOR STOREFRONT ELEVATION E005 SITE LIGHTING LAYOUT 0 04-21-05 a9.4 EXTERIOR CURTAINWALL ELEVATIONS E110 SHOWROOM FLOOR - LIGHTING A 04-21-05 a9.5 CASEWORK DETAILS E111 SHOWROOM FLOOR - POWER & SYSTEMS a9.6 CASEWORK E120 SERVICE SHOP - LIGHTING 0 04-21-05 a10.1 DOOR AND WINDOW SCHEDULES E121 SERVICE SHOP - POWER & SYSTEMS 0 04-21-05 a10.2 DOOR HEAD, JAMB & SILL DETAILS E210 SECOND FLOOR - ELECTRICAL 0 04-21-05 a10.3 FINISH SCHEDULES 0 10-15-04 a10.4 SHOWROOM & SECOND FLOOR FINISH PLAN 04-21-05 a10.5 PARTS & SERVICE FINISH PLAN PLANS I E W CITY OF SANFORD 15,4��D ; MAY 1 6 2905 l {)i 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (9 www.zennergroup.com M Design Development 10-29-03 Progress set 02-02-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 1>� REVISED 04-21-05 :project na = - 249004 drawn by. checked by: sheet no.: _,A COVER SHEET 131%3 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ----------------------- s:s=_u=a-n-c FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Q Revised 10-15-04 ©© Revised 04-21-05 --____= _ �_- = v ------ ..... _ =_=_ 7-7---n ---- — - -- -_�--V fr= p_r_ojecf ----------- drawn by: sec checked by: , sheet no.: LIFE SAFETY PLAN & CODE ANALYSIS ROUNDED TRANSITION PIPE RAIL FENCE - 5EE CIVIL DETAIL MAX 5LOPE AT BERM 15 1 TO 2 2 2 15 REBAR CTYPJ 7 DISPLAY PAD DETAIL 8CALE:1'=1'-0' CONCRETE CURB TOOLED CONCRETE UJ/ 3 X3' PICTURE FRAMED JOINT PATTERN - BROOI'? FINISH 4' 051 GRAVEL ROUNDED TRANSITION 5EE PLAN5 CONCRETE CURB BEYOND CONCRETE RAMP- I'-9' BROOM FINISH m ° ° 1 3/4 0 ° .4 . . , • d �SPNAL r ° 41 4 I ° ° w ,. 1 4 a ------------- 1° — ° ° 4 ° ° 1 —^ ,4 ° 1 , 4 1 4 6 ° v . I." 4 .d _ I 4 �1 4 � --- ---° ° —=— --�-� d ,° a ° . . i 4° ° ° ° . ° 4 ° ° 4 ° 4.0 ° ° p ° ° 6 ° 4 + ° ° 4 ° da d 4 ° ° -! 11111-Illill-Illill_ �-4'-11'll__II���I�-�II��I��J1111 _—_-►IIIII Iillli IIIIII � RAIVIP @ DISPLAY PAD 8CALE:1"=1'- 0" 5 DISPLAY PAD DETAIL SCALE:1"=1'- 0" TOOLED CONCRETE UJ/ 3X3' PICTURE FRAMED JOINT PATTERN - BROOM FINI514 4' 051 GRAVEL FIN15N 5LAE3 SEE PLAN5 4 15 M� d-, 6( FIN15145 AO 5EE PLAN5 ' 51 GRAVEL 4 FEATURE PAD ENLARGED PLAN FEATURE PAD ENLARGED PLAN SCALE: 1/8"=l'- 0" 38CALE: 2 2nd FLOOR FLOOR PLAN I y$ I ► I ! I I I ► i - SCALE: 1/16"=1'-0" `rI I I ----- i r .-.� � � -•...., •,,...,,, <, I � o — �------� "� �— — — -(4 -co 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (fl www.zennergroup.com ------------------ ------------ Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 ® Revised 08-06-04 For Coordination 09-03-04 A2 Revised 04-21-05 7.7 -- AM— L ((��--- —_ =� — pro�eet 249004 drawn by: sec checked by: sheet no.: x N O ccc�yy I 4 4 3 Q I Q a7.4 a6.1 a7.2 Wiw © 1st FLOOR FLOOR PLAN 00 W W SCALE: 1/16"=1'-0" IN WI(O OVERALL FLOOR PLANS drawing symbols: 2 a5,1 5 n n 2 SECOND FLOOR PLAN �r; N 01 STOREFRONT ELEVATION C/J C.M.U. WALL CONTROL JOINT - SEE SHEET a9.2, a9.3 & a9.4 SEE DETAIL ON SHT a7.5 X PARTITION TYPE - SEE PARTITION LEGEND Fe WALL -MOUNTED FIRE a2.3 EXTINGUISHER OFFICE # 1 ROOM NAME AND NUMBER Fec SEMI -RECESSED FIRE EXTINGUISHER CABINET 101 COMBINATION EMERGENCY EYEWASH/SHOWER STATION /O DOOR AND DOOR NUMBER - (� SEE SHEET A10.1 HANDICAP ACCESSIBLE O1 WINDOW AND WINDOW SYMBOL ® NUMBER - SEE SHEET A10.1 Q O3 2.9 2.6 6 2.2 73 RETAiC PIARTS i 1151 LIU W IL" 2 S; :R r �MII■I a' -r 2 2,1 S4 8'-4Y4'LI_4Y4' -4�4' LSALES e AREA 06 � 84 T 1'P. 0 S'-4/4� g'-4/4. 8 4/4, o� 8 4/4' --- -- -- -- --- .H WATER HEATER STUD WALL 1 HR RATED WALL 2 HR RATED WALL CONCRETE MASONRY WALL CHAIN LINK FENCE III SERVICE OR LEAN� 19 ,5TD DRAIN AND SLOPE COMPACT FLUORESCENT — — - - BOLLARD - - - 1 HAN[.UIC:At- KAI'lF' - 5EE CIVIL - - - - - - - - - - - --- i 0 D.2 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 ZL Revised 09-13-04 L2Q Revised 10-15-04 ®_Revised 04-21-05 .:_==L _� - 77 _ K4 vi. ---_ `- V) — - = - _V_ ------------------ profedt-no;-====249004 drawn by: sec checked by: sheet no.: _61=z :_1 x fV CD cv FLOORSHOWROOM SCALE:1/8- - T-0- SHOWROOM & SECOND FLOOR FLOOR PLAN drawing symbols: of STOREFRONT ELEVATION 8 C/J C.M.U. WALL CONTROL JOINT - , H WATER HEATER SEE SHEET a9.2, a9.3 a9.4 SEE DETAIL ON SHT a7.5 X# PARTITION TYPE - SEE FE WALL -MOUNTED FIRE STUD WALL PARTITION LEGEND a2.3 EXTINGUISHER OFFICE SEMI -RECESSED FIRE 1 HR RATED WALL # 1 ROOM NAME AND NUMBER FEC EXTINGUISHER CABINET 101 2 HR RATED WALL -0 COMBINATION EMERGENCY CONCRETE MASONRY WALL Y EYEWASHISHOWER STATION 1777/77777777777 # DOOR AND DOOR NUMBER - SEE SHEET A10.1 J 0 o- CHAIN LINK FENCE HANDICAP ACCESSIBLE6� O1 WINDOW AND WINDOW SYMBOL N III / ON SERVCE AREA F OR LEOS T Iqo DRA NI ANDS OPE NUMBER -SEE SHEET A10.1 � , 2 9 8.8 8.4 8 a5.1 7.5 7.1 7 6.6 6 5.5 5 4 `t IN N �7 v n ry 1746 1 C/J I I I a E G OF ( m 46'x72' INTAKE 48x12' INTAKE III 111 IS'-2' <A / / I EDGE LOVER, MOUNT 48' i PAINTED RED STRIPE, RE 10 W I LLI LOVER, MOUNT 48' - / / AFF. - SEE M120 - I I / W V) AFF. - SEE M120 2'-b % i� GGrIG. 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I _ ' c2 1 C/ 157 157 ; I Ib -0' ® - KIDS m COL, t I 139 a DIALL sax TECH. 3'-4' I , I I I C) 9.5 PARTS �' r n C2 2 ! 5'-3/' S AIR SLOPE DNu SLOPE ON 5LOPE ONE SLOPE ON � I � 1 �o � 158 168 I 1 I I a � N I I I G1R1 II o I I9'-4 1 ELEV. -- -- I 1- 1 a7.3 QUIP. I , ro - cs PARTS - 141 1 ,� w I ® I � I WAREHOUSE o --- - 1 1 I I v 158A 1586 I I 1 156 1 1141 1 i - � m � N � I I - - - - - -- C4 ' -1 I 1 e 1 0 F&I 1 1 1 I I C/J i I OOF HATCN I 1 LADDER I `9 WAITING 512. J -� -- - - ---� - I- - - - - - ---- --- - - - - - - - - - - - - - - - - - - - - - - - - - -a - -e LO ER e0 C R1 ROOM 3 I?'-�J/. I?'_ 2 2.s _71 `� 1---� G 1 - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - -� I o1 _ -I - - I - I - - - - - - - - I - - - - I- 1 I- - --- F - - - - - - - - - - - I -Q- I Ga '� _ I �` 0 C2 2 @ I � , 1G 1 - 5'-il' \•4'-1' b'-l' . - I - - - - T- I - - - - m - - - I I I czt ro G2Ft2 ,7 TECH. I I I ' G2 I C1 F&I 1 c� 11 I I I I G2 131 / 131 0 160, e , 1 -I- - - - - - - - - - - - - - - - - - - - - - - - - - . - - - C®NF. S9 � 121 Er TECH. GI WA ,� ' WOM �>__�_. I I I n 126 ,�, I Mi ;t I T 160 i 0 11 '+, I I I ' F&I G2 �,-- o, X-BRACING - _ -, I I I C2 2 UIIRE 129 / 129 1 ® 5EE BTRUCT. b -I1'- - C2 I SHELF A 161 - 2 I 1 l2' AF.5. 89 ,j' G2 - C2R3 TECH. - CA'- g'.2' 2'-10' Il'-10' IS'-4' I 1126 °� F&I ,% ®4 5'- c2 I SERVICE I -8' BREAK I I } CL 125 127 127 v � DEPARTMENT 161 + - - -�-- - - - - - - - -�� 25 `, - - 20 - - - �$ - ;n G1 Q 163 I I I 7'-4�?' 2' II'_y 2.8 1 0 I , I`. / I ---- f �.2 __ _ _ _ _ __ ____ _ _ 2 �___ At) 120119FF.E.= -5' AF.5.NFF E.= -5' AF.S. G/J - I c7 - to c7 t7 N � N (0 N �. 12 0' 12'-2' 12'-2' - - K1_5, I I I F&I 8 F&1 DEEP P14 _F&I 120 S9 � 119 C14 117 4 J`-I FOR VERTICAL I v 89 I tu 1 C2R3 CCNVEYORI - F.6 I 12 FT. N16N C IN LINK C2 2 5 I G. v v SHIPPING/ ENCLOSURE ITH PAIR OF 3'-0' X 7'-0' CHAIN LINK - - - - - - - -I- - - - - - - - - - - n - - - - - - - - - - - - - - - - - m - RECEIVING GATES I 6' . COMPUTER MGR� I 1 i / 162A 162 I 7 -0' 37'-0' 3'-4' 4 -2' 178 G2 182 r----------- - ----� C/J COLA C/J C/J r-----------------I C/J 1 � /J -v I �'. I FE I 163E I WALL F I - - I �. I- - - r--- _ ----- - - -FE \ -- - - -- -- - - - - - - -- - -- - ---- - - - - - - - - - -- - - - - - - -- -- -- - -- -- ---�1 - - - - - - - --156B - - --178A - r-I- - 0 w _ OG � 163 I 163E 1163 1 62C I 1626 C6 P\ ?'-4' 0 •., 0 I ; � , � 2' HONE,e � 182 1806 lot-of4' 14'-8' 4II 27-0' C6 II �0?02 0� % J 123 123 59'-4.1 4 22'-0' 5'-4' i 59'-4' 22'-0' 1'-4' 31'-S' 2 --- - I '-0 -- v •` DUMPSTER ENCLOSURE 2 - G.2 I EDGE OF 4 5 I PIPE BOLLARD, CONC. SLAB I - - TrP. SEE a7. i 3m,_�j2, 172 12'-4%2' 7.1It 04 I I I ry I cy DETAIL 4/a2.9 I EDGE OF 5 48 4 4 NOTE: SLOPE DOU.N CONC. SLAB p S4 r I 2 1/4' / FOOT, TYP. INE OF CANOPY I 5. 1 5 -4' �A I -TYP. _� _ I w 1 w 5. ABOVE •� - ` �' ELEC. - G2R1 I - G.3 PIPE BOLLARD TYP. 172C �, ROOM ® I INTE SEE DETAI 4/a2.9 `A - 122 ® 4 I W• �1122 oi a8.1 1 1 I I 1726 FF.E.=-4' AF.5, U 12'-9' 8'-7' O F-, I TYP. 46 OF 3 , r !Q n`1 •AI C1R2 16`-0. I 7'-3. - I I CONC. APRON 172A %� 7 I STAIR I - a5.1 1 #2 I 12 1 S4 121 I� TYP. - - - -o- - - - - - - - - -- - - - - - - - - I - - - - - - - - - - - - - - - - - - -_o- --I-- - - - - - - - 51M. H F S\ 0 E07 _ \ I 121 I l t7 " LE) 1'-4' 17'-4' 8'-0' L I QI I 3 �2.330'-0' I li (aj7:1!5 a' I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com aIL==_=- === Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 QQ Revised 09-13-04 ® Revised 10-15-04 10-19-04 RRevised Revised 04-21-05 : Ni : Ni _ _. 77 F1 _ 49004 drawn by: sec checked by: sheet no.: SERVICE DEPARTMENT FLOOR PLAN L N m PARTS & SERVICE FLOOR PLAN PARTITION TYPE LEGEND GENERAL NOTES: I. 5TUD5 TO BE 22 GA. UN.O. EXTEND STUDS TO 6' ABOVE CEILING, BRACE TO STRUCTURE AT 48' O.C, MAX., UN.O. STUDS TO BE SPACED 16' O,C, U.N.O. GYP, BD. TO BE 5 9', UN.O. 2. SEE FINISH 5CNEDULE FOR FINI5N FLOOR AND BASE CONDITIONS. SEE R.G.P. FOR CEILING CONDITIONS. USE TILE BACKER BOARD UNDER ALL CERAMIC TILE, SEE FINISH SCHEDULE. 3. C.M.U. TO BE NORMAL WEIGHT UNITS, UN.O. SEE STRUCTURAL DRAWINGS FOR REINFORCING IN C M U. 4. FURRED WALLS: FOR STUDS NOT EXTENDING TO STRUCTURE, SECURE TOP RUNNER TO CM.U. WITH CLIP ANGLE, UN.O. 5. SEE STOREFRONT ELEVATIONS FOR HORIZONTAL AND VERTICAL MULLION SPACING. SEALANT AT HEAD AND SILL OF STOREFRONT, TYP. USG 0200-A J-TRIM OR EQ. AT HEAD OF STOREFRONT, TYP. 6. FOR FIRE RATED CONSTRUCTION: CAULK ALL PENETRATIONS 4 PERIMETER PER U.L. DESIGN d IN ACCORDANCE WITH ALL APPLICABLE CODES, SEE NOTES REGARDING FIRE -RATED CONSTRUCTION. WHERE RATED G.W.B. PARTITIONS ABUT OTHER ASSEMBLIES, SUCH AS FLOOR5, WALLS, AND ROCFS, THE JOINT BETWEEN THE RATED WALL AND 5UC14 A55EMBLIES SHALL BE SEALED WITH A FIRE RATED JOINT SEALER AS REQUIRED BY LOCAL BUILDING CODES. 7. INSTALL CONTROL JOINTS IN UNINTERRUPTED G.W.B. SURFACES EXCEEDING 30.90. FT. IN ANY DIRECTION. TAG #: UL # DESCRIPTION: TAG #: UL #DESCRIPTION: TAG #: IUL #DESCRIPTION: G.W.B. PARTITIONS G# C.M.U. PARTITIONS C# STOREFRONT PARTITIONS S# G1 N/A 3-5/8' METAL STUDS W/ I -LAYER G,W,B. EA. SIDE C1 WA 8' C.M.U, 2-1/2' METAL FRAMING ONE SIDE WITN I -LAYER G,W.B. 31 32 S3 S4 S5 gg 37 �— S8 89 S10 S11 S 12 S13 S14 S15 NIA NOT USED G2 N/A WITH -LAYER G.W.B 'NETAL STUDS, 3' I NERAEXTEND 5�D AND G.WATTENUATION TO 13 RUGT. C2 N/A 81'CR �� OP OF �K L 56' AF.S. TOP COURSE OF BLOCK TO BE N/A SEE DETAIL 52 G3 N/A WITH-LAYER G.IEAID UP5,AE USE MOISTURE RE515T UN ATTENUATION T G.W B. ON WET SIDE.) EXTEND 5TUD5 AND G.W.B. TO 5TRUCT. C3 N/A8' Cl1.U, 2-W' METAL FRAMING EA. SIDE W/ I -LAYER G,W,B. N/A NOT USED C4 N/A 8' CJ`1.U. TO UNDERSIDE OF STRUCTURAL DECK. WA SEE DETAIL 54 G4 N/A 3-5/8' METAL STUDS W/ I -LAYER G.W.B. EA. SIDE (USE M015TURE RE515TANT G.W.B. ON WET SIDE.) C5 C6 WA 8' C.M.U... TOP OF WALL 6' (MINIMUM) ABOVE FINISH CEILING. SEE REFLECTED CEILING PLAN FOR CEILING NEIGNT5, 8' GI1.... T P OF WALL 8'-O' BO F NI N LAB L NATION. S E STRUCTURAL DRAWINGS FOR REINFORCING AND FOOTING. SEE DETAIL 2/42,5 FOR JOIST PENETRATION. N/A NOT USED G5 N/A CAVITY WALL. 2 LAYERS 3-5/8' METAL STUDS SPACED AS NOTED ON PLAN. I -LAYER MOISTURE RESISTANT G.W.B. ON OUTSIDE EDGE EA. 5TU N/A ® NIA SEE DETAIL 56 GS WA 6' METAL 5TUD5 3' MINERAL FIBER 50UND ATTENUATION BATTS WITN I -LAYER G.W.B. EA. SIDE, EXTEND STUDS AND G.W.B. TO STRUCT. NIA NOT USED G10 N/A 8 ' METAL 5TUD5 SOUND ATTENUATION BATTS, W/ 1-LAYER G.W.B. EA. SIDE. EXTEND STUDS BATTS, AND G.W.B. TO STRUCT. C . M . U . 1-H R RATED PARTITIONS C 1 R# C1R1 U905 8' C-M1 U. TO PROVIDE I-HR. MIN. FIRE SEPARATION, 2-1/2' METAL 5TU05 ONE SIDE, W/ I -LAYER G.W.B. NIA NOT USED G11 N/A 6' METAL STUDS W/ I -LAYER G.W.B. EA. 51DE C1R2 U905 8' C.M.U. TO PROVIDE I-HR. MIN. FIRE SEPARATION, 2-1/2' METAL STUDS EA. SIDE, W/ 1-LAYER G.W.B. N/A SEE DETAIL 69 G12 G13 N/A 6' METAL STUDS W/ 1-LAYER G.WB. EA. SIDE NIA NOT USED NIA 3-5/8' METAL STUDS W/ I -LAYER G.W.B. ONE 510E N/A SEE DETAIL 511 G 14 NIA 6' METAL 5TUD5 W/ 1/2' EXT. PLYWOOD SHEATHING, WITH 3-COAT STUCCO. NOTE: CONTROL JOINT AT 10'-O' O.C. EA. WAY C.M.U. 2-HR RATED PARTITIONS C 2 R# N/A NOT USED G.W.B. 1 H O U R E D PARTITIONS G 1 R# C2R1 U905 STUDS . O PROVIDE G �.BI RE SEPARATION, 2-1/2 METAL G1R1 ERAT I N/A SEE DETAIL 513 C2R2 U905 5TUD5 ONE SIDE, W/DIE--LAYER G.IU.B. E SEPARATION, 2-I/2' METAL G1R2 U465 3-5/8' METAL STUDS W/ I -LAYER TYPE 'X' G.W.B. EA. SIDE, EXTEND STUDS AND G.W.B. TO STRUCT. N/A SEE DETAIL S14 C2R3 U905 8' C.M,U, TO PROVIDE 2-HR. MIN. FIRE SEPARATION G.W.B. 2-HOUR RATED PARTITIONS G2R# N/A SEE DETAIL 815 C2R4 U905 12' C.M.U. TO PROVIDE 2-14R. MIN. FIRE SEPARATION G2R1 U412 3-5/8' METAL STUDS W/ 2-LAYER5 TYPE 'X' G.W.B. EA. SIDE, EXTEND STUDS AND G.W.B. TO 5TRUCT, G2R2 U412 SEE DETAIL G2R2 SHAFT WALL G1R1 U.L. NO. U469 z 8.4 8 a5.1 JRE STRUCTURE IER PANELS - SCREW E OF END PANEL TO 12' O.G. (MIN-) $G C-H STUDS NOTES REGARDING FIRE -RATED CONSTRUCTION: 1. Install appropriate fire stop system at all penetrations and partition perimeter per U.L. design, and all requirements of the authorities having jurisdiction. 2. Contractor shall permanently identify all fire rated partitions (with corresponding hourly rating) required to have protective openings, corridor partitions, smokestop partitions, horizontal exit partitions, and exit enclosures either by installing signs or by stenciling in concealed spaces the following: (X) HOUR FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS. Identification shall be spaced no more than (12) feet apart on center with a minimum letter height of (2) Inches on a contrasting background. (FBC section 704.2.1.4) 2 LAYERS TYPE 'X' 5/8' G.W.B. ON 3-5/8' METAL STUDS, TO STRUCTURE O BOTH 51DE5 5/8' G.W.B. ON 20 GAUGE 3-5/0'METAL STUDS AT I6' O.C. G2R2 UL. NO. U412 s' MINERAL FIBER SOUND ATTENUATION BATT5 VO' G.W.B. EA. SIDE 3' METAL 5TU05 AT 24' O.C. T.O. STOREFRONT _ 9'-O' AF.S. iEALANT EA. SIDE iTOREFRONT FRAME B.O. MULLION _ _ — 3'-5' -5/8' METAL STUDS AT 24' O.C. VO' G.W.B. EA. SIDE _ CNCRETE s11 5/8' G.W.B. EA. 510E 3-5/8' METAL STUDS AT 24' O.C. T.O. 5TORE•FROV L - — 9'-O' AF.5. STOREFRONT FRAME B.O. MULLION _ _ — 3'-5' AF.5. I-5/8' METAL 5TUD5 AT 24' O.G. 5/0' G.W.B. EA. 51DE ONCRETE s2 drawing symbols: STOREFRONT ELEVATION C/J C.M.U. WALL CONTROL JOINT - 01 SEE SHEET a9.2, a9.3 & a9.4 SEE DETAIL ON SHT a7.5 X# PARTITION TYPE - SEE LEGEND Fe O WALL -MOUNTED FIRE PARTITION a2.3 EXTINGUISHER OFFICE SEMI-RECESSED FIRE # 1 ROOM NAME AND NUMBER FE0 EXTINGUISHER CABINET 101 .0 COMBINATION EMERGENCY EYEWASH/SHOWER STATION DOOR AND DOOR NUMBER - O SEE SHEET Al0.1 HANDICAP ACCESSIBLE �� SYMBOL 01 WINDOW AND WINDOW NUMBER - SEE SHEET A10.1 T.O. STOREFRONT 5/0, PLYWOOD 12'-6' A.F.S.E 1 T.O. MULL ION 9'-0' AF.5. 6' METAL CI-IANNEL5 AT 24 1-5/8' METAL 5TUD5 AT 24' 5/8' G.W.B. SUSPENDED CEILING ,H WATER HEATER STUD WALL 1 HR RATED WALL 2 HR RATED WALL CONCRETE MASONRY WALL ., o o- CHAIN LINK FENCE SLOPE ON SERVICE AREA OR III' LE 5 THAN Iq DRAIN ANDSLOPE /8' G.W.B. EA. SIDE -5/0' METAL 5TUD5 AT 24' C TO. 5TOREFRONT AF.5. I T.O. MULL ION 5TOREFRONT FRAME XTEND 5TUD5 AND G.W.B. TO TRUCT. -13 INSULATION 18' G.W.B. EA. 51DE -5/0' METAL STUDS AT 24' O.G. T O. STOREFRONT } 12'-®' AF.5. )_T;�LL 1 QN 9 -O' AF.S. STOREFRONT FRAME B.O. MULLION STOREFRONT FRAME -- Q. MULL _-E3.0, MULLION Y 3'-5' AF.S. Y 3' CONCRETE S13 T.O. STOREFRONT _ — 7 STOREFRONT FRAME �0.0. MULLION! 3 -5' AF.5. 1-5/8' METAL STUDS AT 24' O.C. 5/6' G.W.B. EA. 51DE CONCRETE S4 :;ONCRETE S14 a' 8' C.MJJ. < , = 5/8' G.W B. 2-1/2' METAL STUDS AT 24'( 0 0 — as _ — T.O. STOREFRONT SEALANT STOREFRONT FRAME B.O_ MULLION- _ r3'-5' AF.5. kA 1-5/0' METAL STUDS AT 24' O.C. 5/8' G.W.B. EA. SIDE CONCRETE S6 4 AGM / CONCRETE 515 EXTEND 5TUD5 AND G.W.B. TO 5TRUCT. 3' MINERAL FIBER SOUND ATTENUATION BATTS 5/8' G.W.B. EA. SIDE 3-5/8' METAL 5TU05 AT 24' O.C. �_T_O. STOREFRONT 9 -O' AF.S. STOREFRONT FRAME B.O. MULLION _ _ 3'- 5' AF.5. 1-5/8' METAL STUDS AT 24' O.C. 5/0, G.W.B. EA. SIDE CONCRETE S9 I I I I I I I I I I I I I I I I I I 1 I I SEE 1/A2.3 ®® 5 SEE 17A2.1 a7.4 18 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (0 www.zennergroup.com f3_=G=4=$ Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Revised 09-13-04 ® Revised 04-21-05 -------------- ------------- A J -------------- = Cal _- ---- -- .== (D - ----- --- ;proJect no; ,- _ _--,?A9.004 drawn by: sec checked by: sheet no.: SERVICE DRIVE FLOOR PLAN SERVICE DRIVE FLOOR PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ---------------------------------------------- FOR CONSTRUCTION 04-21-05 77 _-_-_ -- - ._: - --- _- r� rOEM� n-_ - mo - - --------------- drawn by: bme checked by: sheet no.: SERVICE DRIVE & DETAILING FLOOR PLAN i 2.2 hy, I'-5%' z'/2' 9' 4 Ai 3.9 5/8' G.WT%4' - EDGE OF FLOOR FINISH, � .B. ' 3' 35EE FINISH PLAN y. y/. r� 2.1 - - i 5/8' EXT. PLYWOOD ON 6' �I'.r0 METAL 5TU05 5/8' GYP. BD. ON b' RTAINWALL METAL 5TUp5 6xb COL. - SEE , A.C.M. OVER 15' FELT VAPOR m i _ _ _ 1600 SERIES STRUCT. 5/8' G.W.B. ON 2-112' 1 BR, ARRIETYP. - - 5/8' G.W.B. ON 3-5/8' STUDS, TYP. i i m METAL STUDS i - KAfLNEER 5ERIE5 1600 ��� - - - _ _ i I CURTAINWALL 3-5/S METAL 5TUD5 �, Ga SPACED 1 j 6' O.G. MAX. KAUNEER INTERIOR I � 2-I/2 METAL 5TUD5 � �� -I/2' STOREFRONT 818 Marietta Street, NW EDGE OF SLAB 4 h I SYSTEM KAUNEER CURTAINWALL A t l a n t a , Georgia 303 18 r — 5/8' G.W.B. - G' 2 1600 SERIES 404.881.8370, 404.881.8173 (t) :v www.zennergroup.com I �- 5/8' GYP. BD. ON _e- DETAIL a t Interior Column BREAK METAL TO MATCH EDGE OF SLAB METAL STUD5 5PACED _ --- -- ' SCALE: 1-1/2"=1'-0" CURTAINWALL. PROVIDE WOOD 16' O.G. MAX. i BLOCKING A5 REQ'O. IV2' ON 2-W' f 5TUD5, TYP. {� _ bx6 N.S.S. - SEE STRUCT. _ CORNER BEAD, TYP. i 5/8' G.W.B. ON 3-5/8' METAL I 3"� 4 -1/2' STOREFRONT i STUDS, TYP. FRAME PROVIDE I '-~ BLOCKING AS REQ'D EDGE OF LAB . I �4 DETAIL at Column~ -.`� � A.C.M.AC"1OVER 15 FEL r KAUNEER INTERIOR 8 SCALE: 1-1/2"=1'-0" VAPOR BARRIER, TYP. 5TOREFRONT, TYP. - - - - - - - 2-1/2' METAL 5TUD5 5/8 G.W.B. ON 24/2 WITH 516' G.W.B., TYP. 51W EXT. PLYWOOD, ON 3n DETAIL at Interior Column 0 7%a' �/s' METAL 5TUD5 5PACED 4' 1 4' 6x6 COL. - 5EE b' METAL STUDS AT 16' V SCALE: 1-1/2"=1'-0" - - - - - - - - - 16' O.G. MAX. 5TRUCT. O.C. MAX. s•s /� I Interior Column - - - - - - 5 DETAIL at Column 5/8' G.W.B. ON 2-1/2' E x t for Column DETAIL a t I t � � SCALE: 1-1/2"=1'-0" DETAIL at e SCALE: 1-1/2"=1'-0" (- 5TUD5, TYP. 25SCALE: 1-1/2"=1'-0" 3 3 BRK. METAL WRAP TO MATCH I KAUNEER SERIE5 1600 2 A.C.M. OVER 15» FELT VAPO ARR ER, T'r . 1 CURTAINWALL. CURTAIN WALL W' EXT. PLYWOOD, TYP. CORNER BEAD 0 KAWEER 5ERIE5 1600 CURTAINWALL SEALANT, TYP. HOLD ACM COLUMN. TO 6' I6 GA. METAL 5TUD AT 16' O.C. MAX, TYP. xb COL - 5 E 5TRUCT. EDGE OF SLAB 4-112' STOREFRONT, PROVIDE SPLICE PLATE AT CORNER, TYP. EQ. Q -� 6 c E RU , I •h ' BLOCKING A5 NEEDED = 'n I/2' EXT. GYP. SHEATHING '' � `----_-------- 1 _._... i n�NE�— 5EE INTERIOR ELEVATION5 FOR ,� I EDGE OF CONCRETE GLAZING 2-1/2' METAL i �' , SLAB i - - - �, -� 4, - - � � 5TUD5, TYP. 5/8' G.W.B. ON 2 -112 % - ( I 5TUD5, TYP. = 13DETAIL at Interior Column -- _ _ _ _ _ _ _ -' W. . ON 3 5/8' ' SCALE: 1-1/2"=1'-0" _ A,9 FOR CONSTRUCTION 07-12-04 5/8' G. B METAL 5TU05 I THREE -COAT STUCCO ON I I { 1 Revised 10 15-04 GALV. METAL LATH OVER 15» 5EALANT, TYP. , 2g Revised 04-21-05 FELT VAPOR BARRIER i $ , 9 h Lu CORNER BEAD, TYP. LC BEAD 5EE INTERIOR ELEVATIONS ® j I j 5/8' G.W.B. ON 2-1/2' m FOR GLAZING - - METAL 5TUD5 KAUNEER 5ERIE5 16,00 ~ CURTAINWALL I 4-I/2' INTERIOR ! EDGE OF CONCRETE/ - - - - - - - l_�/. 5TOREFRONT 5Y5TEM `4 d PAVER$. WE FINISN PLAN, 4 Q '9 DETAIL at Interior Corner DETAIL at Exterior Column — --�I 2 24 SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" 5/8 GYP. BD. 2-1/2 METAL STUDS V�/ 4' /l' PLY OD &Y2' 5/0, G.W.B. ON 3-5/6, 5/2' 5 2, SPLICE LAT , TYP. E0 EQ. 4• 1'-3/z' 5TUD5 - � - - - - - - - - -1 1-1 J A.C.M. PANELS, TYP. i 3'-O' - -_ - -- - -- ---- -_ --- GLASS DOOR, 5EE DOOR 2.� - - - - - - + - - - \ -� SCHEDULE i 6x6 COL. - 5EE 5TRUCT. I 5/8' G.W.B. ON 3 5/8' 4 1'-3/2' DETAIL a t E x t e r i o r 6olumn 4-1/2' 5TOREFRONT FRAME, LC BEAD i STUDS 3/4' DRY JOINT, TYP. 4SCALE: 1-1/2"=1'-0"- .=_ - PROVIDE BLOCKING AS REQ'D I _ _ _ DETAIL at C o I u'm n A.C11. OVER 15» FELT VAPOR _ 5EALANT, TYP. KAUNEER 160ID SER/ES 5/8' G.W.B. ON 2-1/2' , 4-W' STOREFRONT, PROVIDE i . CURTAINWALL ARRIER TYP. 5TU05, TYP. 5/2 3 CORNER BEAD7 BLOCKING A5 REQ'D SQ. EDGE CA51NG BEAD, SCALE: 1-1/2"=1'-0" i 5EALANT AND BACKER I A.C.M. PANELS, TYP. I/2' EXT. PLYUt'�OD, TYP.- ----- ---- - --- - - i \ I m ROD i 3-5/8' 112' PLYWOOD i I I I 6' Ib GA. METAL 5TUD5 MAX, TYP. I - '� 3' 3' `Q - m _ DETAIL a t Interior C O l U m n 3-GOAT STUCCO ON GALV. I SPLIC P. 2'-0' I EQ. EIG?. — - —'� — - - - - — - F . 2 METAL LATH OVER 15 "' FELT _ - - - - - - 8 SCALE: 1-1/2"=1'- 0" i - - VAPOR BARRIER, TYP. DETAIL at Column . 5/8' G.W.B. ON 2-1/2' 1 3 3 5TU05, TYP, SCALE: 1-1/2"=1'-0" CORNER BEAD i 513' G.W..B. ON 3-5/S' - METAL STUDS 5PACED 2.2 K 4UNEER SERIES IbmO ; EDGE OF CONCRETE 5/8' G.W.B. ON 3-5/0' i 16' O.G. CURTAIN WALL i ! _ METAL 5TUD5 i 1 ! � SLAB ! _ - g/4 5EE INTERIOR ELEVATIONS 6x6 COL. - 5EE STRUCT. i 3 - - i FOR GLAZING --•----- -� -�- -- ! - - - - - - - �- - --i--- (C) — , , 4-1/2' INTERIOR STOREFRONT 5YSTEM Column DETAIL at Interior Storefront DETAIL at Interior5/8'GYP.BD.2-1/2'METAL , h _ 23SCALE: 1-1/2"=1'-0"28 SCALE: 1-1/2"-1'-0" I - _ 3 2-112' METAL 5CHEOULED DOOR - _ - - 5TUD5, TYP. --v - --- -- - B_ OGKING AS READ 6x6 COL. - 5EE STRUCT. 1 ---- --- �= -= 5/S' G.W.B. ON 0' 1 DH ©I'-3' 6' EDGE OF CONCRETE/ 1/2' PLYWOOD, TYP. �r 1'-4/2' �%1' PAVER5, TYP. 9• THREE -GOAT STUCCO ON GLA55 DOOR, SGH�D �E METAL 5TUD5, TYP. tr �_ GALV. METAL LATH OVER 15 J .�- - - l © - _ _ _ _ 5l't"y' _� _� - - -- - - - - 1'-3r/' SPLICE PLATE AT CORNER, 3'_0• v _ 0 A.C1 1. PANELS, TYP.( 1 I TYP. - - FELT VAPOR BARRIER \ 5PLICE PLATE, TYP. - AilDETAIL at Exterior ColumnU- = DETAIL at Column3 -- - - - - - - - A.C.M. PANELS, TYP. SCALE: 1-1/2"=1'-0" _ �= • 3/ OR( JOINT, TYP.- "' - - - - KAUNEER 1600 SERIES CURTAINWALL 5/2' S/S' GYP. BD. ON b" METAL _ - 5 2 4' 2%' IPA/' 5TUD5 5PACE0 16' O.C. MAX. 1/2' PLYU100D i 4 -1/2 STOREFRONT FRAME, COMER BEADe. PROVIDE BLOCKING AS REQ'D ® 5Q. EDGE CA51NG BEAD, 5EALANT AND 5EALANT AND BACKER ROD 3-5/8' METAL 5TUD5 _ rn I/2' EXT. GYP. - BACKER ROD i EQ. `� 5EALANT, TYP. SEALANT AND BACKER ROD E SHEATHING LC BEAD DETAIL a t Interior Column 3-GOAT 5 MUGCO ON GALV. METAL LATH _ COL. - 5EE 5TRUCT. 1 OVER 15 FELT VAPOR BARRIER, TYP. i 3-5/S METAL STUD _- - - _ --- =- _ ._ - = A `°r�► ---- 5/8' G.W.B. ON 2-1/2' SCALE: 1-1/2"=1'-0" 5TUD5 TYP. -i LC BEAD PAINTED HI'1. FRAME ANCHOR_ n , I TO STUD _ - DETAIL at Interior Storefront 2•s Q -`-- W--- 22 DETAIL at Column- _ - i SCALE: 1-1/2"-1'-0" i p 0 SCALE: 1-1/2"=1'-0" note ■- 2.4 TERMINATE ALL FIN. ENDS ON- 55 6x6 COL. - 5EE STRUCT.--� v 2/ 6' 2' /8' __ LC BEAD LINE OF CLG OPG ABY. G.W.B. WITH LC BEAD = Vi- 2.� _ i 5EALANT, TYP. 5EALANT, BOTH 51DE5 II = _ 5/S' G.W.B. ON 3-5/8' h i! I I HOLD AGM TIGHT TO „�, - - - - METAL FRAMING COLUMN. - 4 - I/2' STOREFRONT FRAME, 5� • 4 ' CORNER BEAD I BRi<. METAL TO MATCH _ 1' I PROVIDE BLOCKING AS REQ'D - - - - - - - - - - -. - CURTAIN WALL. WOOD - T - BLOCKING A5 REQ'D. - OVERHEAD DOOR u !I I -- 1%8' Ve' 5EE POOR ED LE KAUNEER 1600 CURTAIN WALL 5Y5TEM 6x6 N.5.5. � I - ----- - -- - 1'-3%2' TYP. AT m h ii i GLA55 DOOR, 5EE DOOR i ©� 5/S' G.W.B. ON 3-510' Y u i U 5Q. EDGE CASING BEAD 2'- 0. +/-"� 50EDULE METAL 5TUD5 5/8' G.W.B. ON 3-5/8' CORNER BEAD, 1' �/2' Zxl2 SUB FRAME 1 -J/2' - METAL 5TUD5, TYP. TYP.A= �� �' i _ _ _ 1 B. AT ELEV. 3�_6�� A.F.S. /� 5/8' G.WB. ON 2-I/Z' ' i -� _ 27DETAIL at Exterior \✓®IUmn 5TUD5, TYP. I ® H v A.Cl1. PANELS, TYP. 4-I/2 STOREFRONT, PROVIDE I h \ I � I � I THREE -COAT STUCCO ON SCALE: 1-1/2"=1'-0" BLOCKING A5 REQ'D I ; �( �� GALV. METAL LATH OVER 3/4' DRY JOINT TYP. 5/8' GYP. BD.10314' b' y � , „ 15» FELT VAPOR BARRIER, Z . 9 METAL 5 UD5 _ - _ -- --- -- -- --- --- --- -- ?' I/2' PLYUIOOD SHEATHING 6' 16 GA. METAL = - - ------------ - TYP. 5EALANT 5TUD5 AT 16' O.G. - - - -------- - --- - I'14%' DETAIL at Interior Storefront Z,_0. CORNER BEAD V/, SEE PLAN 3-5/8'METAL STUQDS _- 2EQ. I EQ. '; i • 1 SCALE: 1-1/2"=1'-0" __------- 7 I 1/2 EXT. GYP 5HEATHING ON DETAIL at Interior Column0 DETAIL at Overhead Doors b•METAL5TUD5 --_---_--__ _ ----- THREE -COAT 5TUCCO ON GALv. 1 1 METAL LATH OVER 15»FELT VAPOR 3 SCALE: 1-1/2"=T-0" SCALE: 1-1/2"=1'-0" < BARRIER-- �4. Z.2 LINE OF GLG OPG ABY. - 1/2 EXT. GYP. SHEATHING COL. - 5EE 5TRUCT. 4' 46xb COL. - 5EE 5TRUCT. OVERHEAD DOOR - 5/8' G.W.B. ON 3-5/8' METAL FRAMING I fl g/4' _ LC BEAD i SEED OR SCHEDULE \ 1� I _ -- - -__ -- _----- - M 2-1/2' 5TUD5 W/ 5/8' 5EALANT, TYP.- \ - G.W.B., TYP, 5%' 3 CORNER BEAD i - - - - - - - - - r 4-1/I' STOREFRONT, PROVIDE 5EALANT AND BACKER ROD, TYP. - - - - i 6x6 COL. - 5EE BLOCKING A5 REQ'D SUB FRAME 5TRUCT. �X12 _ - - _-- --- - < 'w i h •� KAUNEER 1600 5ERIE9 CURTAINWALL.- i f=ROOPE-WOOD BLOCKING A5 REQ'D. I� 0 - -- 35/8' 4 • 4 • -p- oieet no _—_____=249004 ----- ,:. r., <, -- - drawn by: sec 5EALANT, TYP. 5/8' G.W.B. ON 2-Ir1' ' I i �27/2 I/2' EXT. GYP. SHEATHING ON checked by: 5TUD5, TYP. LC BEAD � � 5Q. EDGE CASING BEAD ? _�j � 6' METAL 5TUD5 sheet no.: THREE -COAT STUCCO ON PRO STOREFRONT, 4-I/2' STOREFRONT FRAME, I'-5%' 93/4' THREE -COAT STUCCO ON GALV. » — 5/8' G.W.B. ON 3-5/8' KAU,NEER SERIES 1600 CURTAINWALL PROVIDE BLOCKING 33/B' 4 » 5/8' G.W.B. ON 3-5/S' 5EALANT 1'_�2• GALV. METAL LATH OVER 15 PROVIDE BLOCKING A$ REQ'D METAL LATH OVER 15 FELT VAPOR METAL FRAMING, TYP. FELT VAPOR BARRIER METAL STUDS, TYP. A5 NEEDED It -3/2 GL A 55 DOOR, 5EE DOOR 93/4 • BARRIER �+ CORNER BEAD, TYP, 5EALANT AND BACKER ROD, DETAIL at Exterior Column ldr 5EE INTERIOR SCHEDULE EA.51DE, TYP. � CORNER BEAD I/2' EXT. GYP SHEATHING ON b' METAL rn 26SCALE: 1-1/2"=T-0" ELEVATIONS FOR I 5TUD5 1 A. AT ELEV. 1 `J�-6" A.F.S. KAUNEER I600 CURTAIN GLADETAIL at Interior z Storefront DETAIL at Interior Storefront DETAIL at Overhead Door and Curtain Wall DETAIL AT Interior Column DETAIL at Column and Curtain Wall ING WALL SYSTEM DETAIL PLANS _ _ __ _ - _ _ _ SCALE: 1-1/2"=1'-0" _ _ _ y0• � SCALE: 1 1/2" 1' 0" 1 SCALE: 1 1/2"-1' 0" &SECTIONS 20SCALE. 1 1/2"-1' 0 15SCALE: 1 1/2 1 m C� EXTEND FASCIA TO UNDERSIDE OF DECK GYP, BD. GYP. BDsC ® 10-0' AF.S. I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - I I I I I 46 5/0' G.W-3. ON 3-5/8' STUDS 4-1/2' 5TOREFRONT NOTE: PROVIDE B CORNER BEAD, TYP. I FRAME, PROVIDE LOCKING BLOCKING AS REQ'D ABOVE CEILING FOR v '� 5ECURITY GRILLE MOUNTING LINE OF FLOOR FINISH n TRANSITION i GYP. BD. SOFFIT ABOVE I 45�e' SECURITY GRILLE PROVIDE IS GA. METAL PROVIDE IS GA. METAL 5E RI- GRILLE STUD BOX COLUMN FOR STUD BOX COLUMN FOR I SECURITY GRILLE JAMB SUPPORT AT SECURITY SUPPORT AT SECURITY JAMB , TYP. I SEALANT S� ON GRILLED GRILLE, TYP. LINE OF FLOOR FINISH TRANSITION Q GYP. BD, 3' 10' SOFFIT ABOVE 6 I PROVIDE 10 GA. METAL STUD BOX COLUMN FOR SUPPORT AT SECURITY 3 LINE OF GYP. BD. GRILLE, TYP. _-GFFl T ABOVE 5/8' G.UIB. ON 2'-4' STUDS _ ''-v8' 3/4'REGLaLEi 14 -4 I/2' REVEPLAN DETAIL at Retail Parts 41 3 LINE OF GYP. BSCALE: 1"=1'- 0' D. 4 SOFFIT ABOVE A A A A A._ A A A Al A A A A w w w w A A. w w w w 1 5 PLAN DETAIL at Retail Parts SCALE: 1"=1'- 0" A /, A A A_ -I- A A A A A_J\ A A A A A 14 PLAN DETAIL at Retail Parts SCALE: 1"=1'- 0" -k A A A A A A A A A w w w w w w w w GYP_ B_p. CEILING Irl' G.IU.B. SUSPENDED CEILING EGG CRATE LENS - SEE 11/E001 5/8' GYP. BD. ON 3-5/8' METAL STUDS 2DETAIL at Light Cove SCALE: 1"=1'-0" 1® CEILING DETAIL at Service Drive SCALE: 1"=1'- 0" _6�_gt=1LING lo'-r�' AFs. SOD GRILL SUSPENDED CEILING CEILING - SEE RGP FOR TYPE 9 CEILING DETAIL at Cafe SCALE: 1"=1'- 0" - �14'-0' A F.S. 'NDED CEILING - SEE RCP YPE „< ,.:, 00. 9U,5Fc D CEILING CEILING DETAIL at Vehicle Deliver SCALE: 1"=1'- 0" 2.2 SUSPENDED ACCU9TICAL CEILING - 5EE RCP FOR TYPE I I 1'_y• GE_IL ING 1114 15'-0' AF.5. 4' I SUSPENDED 1/2' G.W.B. CEIL ING - 5EE RCP FOR REVEAL PATTERN BRACING A5 REQ'D 7 CEILING DETAIL at Showroom SCALE: 1"-1'-0" F C CEILING NDED CEILING - SEE RCP YPE CEILWG _ _ 15'-O' AF.S. J.B. SUSPENDED CEILING �F COLUMN VD GYP. BD. CEILING BEYOND CEILING DETAIL at Showroom SCALE: 1"=1'- 0" F C WAX rIP4 IL ING BEYOND 5CEILING DETAIL at Showroom 8CALE: 1"=1'-0" n AFTER PIPE 19 IN PLACE, ° FILL WIT14 3000 P51 CONCRETE AND ROUND OFF TOP 20, &' SCHEO. 40 STEEL PIPE IS'SQ. TO BE BLOGKED OUT WHEN POURING SLAB. 4 1/0' ASPNAL TIFE'L T STRIP AT ISOLATION ° JOINT ° CONC. SLAB - 5EE 5TRUCT. a 4 ° ° A ° ° c oo,f, 3665 4 ° o0 ° ---- i� ja, I --I I -= 11= 111=11 I 4DETAIL at Exterior Column SCALE: 1"=1'- 0" 5/8' G.0 I5. on &' METAL FRAMING OVERHEAD DOOR - 5EE DOOR 5CHEDULE LC BEAD TRIM 3-COAT PLASTER ON LATH SUO FRAME RIPPED FROM 2x8 CORNER BEAD 3-COAT PLASTER ON LATH ON 1/2' EX GYP 5HEATHING DETAIL at Exterior Column SCALE: 1-1/2"=1'- 0" note: TERMINATE ALL FIN. ENDS ON G.W.B. WITH LC BEAD 5 I I KAU.NEER INTERIOR 5TOREFRONT, TYP. BRK. METAL TO MATCH CURTAINIUALL. PROYfDE 1U000 BLOCKING A5 REQ'D. METAL STUD FRAMING A5 REQ'D Q I I ! DETAIL AT Interior Column ACm SCALE: 1-1/2"=1'-0" 5/8' G.UI•B. ON 3-5/8' METAL WNEER INTERIOR OREFRONT, TYP. 0 1 DETAIL at Interior Column SCALE: 1-1/2"=1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com L•' _- =s� FOR CONSTRUCTION 07-12-04 �1 Revised 10-15-04 ® Revised 04-21-05 _-.- - -= - - - 7=7- -----'�---- �_ - -- i,. --- -- - -_------- -- _ - - - - = -- - — -- _ -- - 77, --_ -_-- =Y.J-.ME e.. ------------------ 1022 - --_ drawn by: sec checked by: sheet no.: 0 c� ©1 � not used SCALE: DETAIL PLANS & SECTIONS \ I I i - ---- -- ELEV.= 19' 11-1/2' ' R.D. o �°. I I I E.R.Do .o O E.R-D. — ��� y—_ - - ( -- - - --- ---- - -- - 0 , O - - O - -- 13r - --- _ --- - -- - - I RTU-5 RTU-n ; 3 i Ez o I i ' Ell �l j ( RTU-4 i h 60, NIGN NSCREEN ® WALL 1 I a7.2 I � I I ! I I i II , I I I I ' i I I �\/ R.D.o R D. o _ SLOPE DN i I/4' : I'-O' O E.R.D. I I 0 ,m I "� �� I I I ROOF LADOER 11 ' SEE OETAIL5,$ � I ' I I I RTU-2 _ I 10 q I 3.3 C3 I qu I I I ~ Q I ' Q I 1 RTt�-1 I 601' NIGN SCREEN WALL Fr - I I o ® ® Ca r R.U. R.D. O o 13'-4' E.RD. s QE. D. I 0 ,®- - - - - - ---- --- - - -- - - - - -- I ENLARGE® ROOF PLAN SCALE: 3/16" = 1'-0" N 7.1 7 I 1 I I � I I I I I II I I I I I I � I I I I I � 1 I I I I I I i I� Ir I m' ni I � I W Lu ti I --I EMER, GENCY ' OVEI;,QFLOW 1 SCUI�f ER - 5EE DET+L 2 I I I i EXPAN5ION JOINT I I RD.O EXPAN51 I JOINT I 9 3.3 I I IE.R.D.O II 1 2 1 I 6,1 a6.1 I� I I i I R.D.O I I EXNAUaT� AN I -5 IE.RD.O I� I ' I ' ' I RD.O I I� I I I I 1 EXPANSION drawing symbols: -m SLOPE ON INDICATES SLOPE OF THE ROOF IN THE 6.6 6 5.5 5 4 3 2.9 2.6 2.2 `� 1 DIRECTION INDICATED O R.D. ROOF DRAINS AND EMERGENCY ROOF I I I I O E.R.D. DRAINS Q Y.T.R. V.T.R. (VENT THROUGH ROOF) - CENTER VENT IN ROOF PANEL I I I i I INSTALL DEK-TITE OR SIMILAR FLASHING (TYPICAL) � I I � i I3 I 2 4 a7.3 a5.1 a6.1 I ` � 1D O - - - - - - - - - - I- - - - - --- -- - - - ----- - z.3 o I ' EMER�GENEMERGENCYr IOVERFLOW 5CUPPER I I �I ° I OVERFLOW SCUPPER � EM�f2.:xENC1' 1 OVERI=LOW SCUPPER - 5EE DETAIL I I CT1'PICAL) 2 I I ! I I I ( I I I `f I EX14AU5T FAN EF-I Z I tK P _ _ - - - - --- I -i I i •i I- I- I I I I A. 6 OVERFLOW 1]'-4' 1 LI i �y EEPD E AIL 2' I METAL AWING 5 !Tl'PIGAL) WITH WHITE, 13 , STANDING SEAM a 7.2 ,m f 3.3 ROOF ` a 7 I I I i 2 6 a5. a5.2 I I I -- - - - - - - - - I - - - - - - I I I I I I I I A.C.M. CONTROL JOINT, SEE ELEVATIONS - - - EMERGENCT" OVERFLOW SCUPPER �P L 1i 5 i a7.3 I ti 2 I ji a7,4 CG.! I I r- PARTIAL ROOF PLAN / I SCALE: 3/32" = T-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-29-03 _Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 1 Revised 10-15-04 Revised 04-21-05 __ - ------------- _. w rn -= ---- _ ----. _._. = ----- - 4.7__- - - - - _-- = -- I>0__ - drawn by: cid checked by: sec sheet no.: PARTIAL ROOF PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 07-12-04 Revised 10-15-04 Revised 04-21-05 ----------- ------- --- - - ----------- -- ......... ....... Z ---------- ---------- ------------ - --- -HE A .�Yv, 7 7 7 :-H ------- - ------- ---- -- -- - ------ -:==:: ------------- Woj(*U drawn by: sec/cld checked by: sheet no.: PARTIAL ROOF PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (t) www.zennergroup.com ..=U.. - n-_c _e-s' Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Al Revised 10-15-04 2 Revised 04-21-05 U ai c h c� Omt -Z j'7=7=In Projeet _nQ `_ =_= =-==-_=24.9004 drawn by: sec checked by: sheet no.: ROOF DETAILS 2.9 drawing legend: LAY -IN CEILING TILE, SEE FINISH SCHEDULE FOR SIZE 2X2 RETURN AIR GRILLE - EXHAUST FAN - 2X2 SUPPLY AIR GRILLE - 1X4 RECESSED DIRECT/INDIRECT FLUORESCENT FIXTURE ® RECESSED ACCENT LIGHT FIXTURE RECESSED COMPACT FLOURESCENT O FIXTURE — RECESSED COMPACT FLOURESCENT q FIXTURE -NIGHT LIGHT/EMERGENCY SEE ELECTRICAL LIGHTING PLAN ® RECESSED METAL HALIDE CAN -- FIXTURE ® RECESSED COMPACT FLOURESCENT OPEN WALLWASHER FIXTURE 2X4 RECESSED DIRECT/INDIRECT FLUORESCENT FIXTURE 2X4 FLUORESCENT, ACRYLIC LENS FIXTURE FLEX TRACK TRACK LIGHTING -l7MTTP= COVE LIGHTING EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP - SEE ELECTRICAL LIGHTING PLAN © SUSPENDED STRIP FLOURESCENT FIXTURE keynotes: Q Q T ® ILLUMINATED EXIT SIGN ® DIRECTIONAL ILLUMINATED EXIT SIGN C?at DIRECTIONAL EMERGENCY LIGHT / EXIT q V LIGHT ®� EMERGENCY LIGHT / EXIT LIGHT 4 WALL MOUNTED JUNCTION BOX CEILING TYPE (SEE FINISH SCHEDULE) HEIGHT ABOVE FINISHED FLOOR el� I I FULL TILE ® IT ® OI I O I 25'-ef to If 4 I I CENTER GRID OR TILE BETWEEN NEAREST -� I I I I I I I I — I I I y-- PARALLEL WALLS _ - ® I}- Ij-I} I III I �V�3 FULL BEGIN FULL TILE AT LINE INDICATED -TILE O LE -- '=m 4-1 PENDANT MOUNTED ROUND DOWNLIGHT O� I 1 Q — — ' I 'ii ' �► — — — — — — - �'- — I ALIGN ® rrP. I ® 7 11 _AI I xi I DIAMETER OF FIXTURE I I E — —\ ® B 9 -(d' H SUSPENDED METAL HALIDE FIXTURE _ 13 PENDANT MOUNTED COMPACT ( B 9 ��• — — , - i '% �5� I 4+ FLUORESCENT DIRECT/INDIRECT FIXTURE o FUL 0 a7. I a7.3 0 EMERGENCY LIGHT FIXTURE ON BATTERY I 5 atrucl. —Tl _ O : 7 I i G 15 -m IM. E 1 -D 3 i BACK-UP I � � � I ' I I — _ — — - -- — -- - — - -- -- — , a7.4 6. 0 I �� --- - --- --- - - - — -- - -- _p.1� —r — - -- - - - -- i-- f9 ' - - - - - - --- - -- - -- - -- - - -- - --- - - ---- - - �.2 OF I I- I �� ' I F_ E29 O �I O 5 Te I. 6' A.C.M. BAND AT 5KYLIGHT. SEE DETAILS 2. FIXTURE HEIGHT = 12'-O' AFF. 3. OPENING FOR OVERHEAD DOOR, 4. TOl'OTA PORTAL -BY O(WER. 5. CONTINUE G.W.B. REVEALS AT VERTICAL FASCIA. 6. EXTEND G.UI.B. FASCIA TO UNDER510E OF DECK 1. 314' ALUMINUM REVEALS PAINTED TO MATCN ADJACENT SURFACE I II I I ! I I I I 2 SECOND FLOOR REFLECTED CEILING PLAN 4 3.9 3 2.8 2.7 2.4 2.3 2 (2)A 20 _ o0 0 SCALEAW I SHOWROOM REFLECTED CEILING PLAN SCALER/8" = T-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com o-- Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 For Coordination 09-03-04 Al Revised 10-15-04 ® Revised 04-21-05 o _ Q.-- -_ _ ® e 0 ;oject.na = 249004 Pr drawn by: sec checked by: sheet no.: SHOWROOM & SECOND FLOOR REFLECTED CEILING PLAN drawing legend: — _ _ — — — _ _ ® ILLUMINATED EXIT SIGN � LAY -IN CEILING TILE, SEE FINISH SCHEDULE FOR SIZE ® DIRECTIONAL ILLUMINATED EXIT SIGN — 2X2 RETURN AIR GRILLE DIRECTIONAL EMERGENCYI LIGHT /EXIT_ — - —__— _ _ s� LIGHT _ _ _ EXHAUST FAN —®D 2X2 SUPPLY AIR GRILLE EMERGENCY LIGHT/ EXIT�LIGHT 1X4 RECESSED DIRECT/INDIRECT 4 WALL MOUNTED JUNCTION BOX FLUORESCENT FIXTURE RECESSED ACCENT LIGHT FIXTURE CEILING TYPE (SEE FINISH SCHEDULE) RECESSED COMPACT FLOURESCENT FIXTURE HEIGHT ABOVE FINISHED FLOOR RECESSED COMPACT FLOURESCENT FIXTURE - NIGHT LIGHT/EMERGENCY CENTER GRID OR TILE BETWEEN NEAREST SEE ELECTRICAL LIGHTING PLAN PARALLEL WALLS RECESSED METAL HALIDE CAN FIXTURE FULL BEGIN FULL TILE AT LINE INDICATED RECESSED COMPACT FLOURESCENT TILE OPEN WALLWASHER FIXTURE 2X4 RECESSED DIRECT/INDIRECT PENDANT MOUNTED ROUND DOWNLIGHT —FLUORESCENT FIXTURE DIAMETER OF FIXTURE 2X4 FLUORESCENT, ACRYLIC LENS SUSPENDED METAL HALIDE FIXTURE — FIXTURE FLEX TRACK PENDANT MOUNTED COMPACT Y. FLUORESCENT DIRECT/INDIRECT FIXTURE E EMERGENCY LIGHT FIXTURE ON BATTERY TRACK LIGHTING BACK-UP COVE LIGHTING EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP - SEE ELECTRICAL LIGHTING PLAN SUSPENDED STRIP FLOURESCENT FIXTURE - — = 0 O ® ® — — — — — 0 C 5 8truc , -- �Iz PIP I i PARTS & SERVICE REFLECTED CEILING PLAN oK; SCALER/8" = T-0" keynotes: 1. &' A.CI 1. BAND AT 5KYLI6I-IT. 5EE DETAILS 2. FIXTURE NEIGNT = 12'-C' AFF. 3. OPENING FOR OVERT -LEAD DOOR. 4. TOYOTA PORTAL -BY OU,NER. 5. CONTINUE G.UI.B. REVEALS AT VERTICAL FASCIA. 6. EXTEND G.W.B. FASCIA TO UNDERSIDE OF DECK 7. 3/4' ALUMINUM REVEALS PAINTED TO MATCH ADJACENT 5URFACE 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 07-12-04 For Coordination 09-03-04 /1 Revised 10-15-04 © Revised 04-21-05 r v _moo _ B-0-0 1--_` -_-.____ v� ` �_ project _nQ= = _=----_249004 , drawn by: sec checked by: sheet no.: PARTS & SERVICE REFLECTED CEILING PLAN drawing legend: LAY -IN CEILING TILE, SEE FINISH SCHEDULE FOR SIZE 2X2 RETURN AIR GRILLE EXHAUST FAN 2X2 SUPPLY AIR GRILLE 1X4 RECESSED DIRECT/INDIRECT FLUORESCENT FIXTURE ® RECESSED ACCENT LIGHT FIXTURE RECESSED COMPACT FLOURESCENT FIXTURE RECESSED COMPACT FLOURESCENT q FIXTURE - NIGHT LIGHT/EMERGENCY SEE ELECTRICAL LIGHTING PLAN RECESSED METAL HALIDE CAN FIXTURE RECESSED COMPACT FLOURESCENT OPEN WALLWASHER FIXTURE 2X4 RECESSED DIRECT/INDIRECT FLUORESCENT FIXTURE 2X4 FLUORESCENT, ACRYLIC LENS FIXTURE FLEX TRACK TRACK LIGHTING — COVE LIGHTING — — — EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP - SEE ELECTRICAL LIGHTING PLAN SUSPENDED STRIP FLOURESCENT FIXTURE keynotes: ® ILLUMINATED EXIT SIGN DIRECTIONAL ILLUMINATED EXIT SIGN (_jj57qfl DIRECTIONAL EMERGENCY LIGHT / EXIT r VLIGHT 4� EMERGENCY LIGHT / EXIT LIGHT X WALL MOUNTED JUNCTION BOX `A *HCEILING TYPE (SEE FINISH SCHEDULE) EIGHT HEIGHT ABOVE FINISHED FLOOR CENTER GRID OR TILE BETWEEN NEAREST PARALLEL WALLS FULL BEGIN FULL TILE AT LINE INDICATED TILE PENDANT MOUNTED ROUND DOWNLIGHT DIAMETER OF FIXTURE O SUSPENDED METAL HALIDE FIXTURE PENDANT MOUNTED COMPACT FLUORESCENT DIRECT/INDIRECT FIXTURE E EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP 1. &' A.C1`i. BAND AT SKYLIGNT. 5F'E DETAILS 2. FIXTURE NEIGNT = 12'-O' AFF. 3. OPENING FOR OVERHEAD DOOR. 4. TOYOTA PORTAL -BY OULNER. 5. CONTINUE G.W.B. REVEALS AT VERTICAL FASCIA. 6. EXTEND G.III.B. FASCIA TO UNDERSIDE OF DECK 1. 3/4' ALUMINUM REVEALS PAINTED TO MATCH ADJACENT SURFACE 8.8 8.4 8 7.5 7.1 7 6.6 �6 5.5 5 4 3 2.9 i 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 Revised 07-07-04 FOR CONSTRUCTION 07-12-04 For Coordination 09-03-04 Revised 10-15-04 Revised 04-21-05 N - V _- tj_ _ - _ == _- --- M R__y�.� _ E_� zz drawn by: sec checked by: sheet no.: . 2 ;, ,44 2 1 SERVICE DRIVE REFLECTED CEILING PLAN SCALE:1/8" = 1' 0' SERVICE DRIVE REFLECTED CEILING PLAN m drawing legend: -i_ - I ®ILLUMINATED EXIT SIGN LAY -IN CEILING TILE, SEE FINISH SCHEDULE FOR SIZE DIRECTIONAL ILLUMINATED EXIT SIGN 2X2 RETURN AIR GRILLE DIRECTIONAL EMERGENCY LIGHT / EXIT - LIGHT EXHAUST FAN 2X2 SUPPLY AIR GRILLE EMERGENCY LIGHT / EXIT LIGHT 1X4 RECESSED DIRECT/INDIRECT Q WALL MOUNTED JUNCTION BOX FLUORESCENT FIXTURE RECESSED ACCENT LIGHT FIXTURE CEILING TYPE (SEE FINISH SCHEDULE) RECESSED COMPACT FLOURESCENT HEIGHT ABOVE FINISHED FLOOR FIXTURE RECESSED COMPACT FLOURESCENT FIXTURE - NIGHT LIGHT/EMERGENCY � CENTER GRID OR TILE BETWEEN NEAREST SEE ELECTRICAL LIGHTING PLAN PARALLEL WALLS RECESSED METAL HALIDE CAN BEGIN FULL TILE AT LINE INDICATED PICTURE FULL RECESSED COMPACT FLOURESCENT TILE OPEN WALLWASHER FIXTURE 2X4 RECESSED DIRECT/INDIRECT Qx' PENDANT MOUNTED ROUND DOWNLIGHT - FLUORESCENT FIXTURE DIAMETER OF FIXTURE 2X4 FLUORESCENT, ACRYLIC LENS O SUSPENDED METAL HALIDE FIXTURE FIXTURE PENDANT MOUNTED COMPACT FLEX TRACK Q FLUORESCENT DIRECT/INDIRECT FIXTURE E EMERGENCY LIGHT FIXTURE ON BATTERY TRACK LIGHTING BACK-UP ,r COVE LIGHTING r - EMERGENCY LIGHT FIXTURE ON BATTERY BACK-UP - SEE ELECTRICAL LIGHTING PLAN SUSPENDED STRIP FLOURESCENT FIXTURE ® O OE © —� - © keynotes: 1. &' A.C.M. 6AND AT 5K rLIGNT. 5EE OETAILS 2. FIXTURE NEIGNT = 12'-0' AFF. 3. OPENING FOR OVERHEAD DOOR. 4. TOrOTA PORTAL -Br OU.NER. 5. CONTINUE G.W.B. REVEALS AT VERTICAL FASCIA. 6. EXTEND G.W.S. FASCIA TO UNDERSIDE OF DECK 1. 3/4' ALUMINUM REVEALS PAINTED TO MATCH ADJACENT SURFACE ,44.3 PARTS & SERVICE REFLECTED CEILING PLAN �r; A4.2 SCALE:1/8" = T-0" N A4./ 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com e -i_a Q For Construction 04-21-05 IL --= -WIN:=_77 oi7--------------- = _ project na 249004 drawn by: sec checked by: sheet no.: AAAMOMINk ,a�, 4 x�m SERVICE SHOP REFLECTED CEILING PLAN (a56 :>1 2.9 I I ,. 5 6.6 7 7.1 7.5 8 I -1 1 Q I I I I �22 <3 ?I� 7.3 �' q �I u A PARTIAL NORTH ELEVATION TOP OF 5EF2vICE 5H(2f --------------------------------- - 2 8' T ----------------------------- ------------- A IT.' ---------- / --------------------- -4 - -- -I 22'-8' 20'-6' ?I'-fD' 2a'-6' 16'-6' 18'-ll�' 15'-4' 14'-4' I4'-4' ------------- -------------- - -- r I m ice_ 1 H TYPICAL 19 LOUDER a 7.5 - - - = 17 ------= 1ZQA - -- --- -- _ — - --------—_ Lj ----------- —_--- — _— = --_ ----- - --- -- 163H - - 163�1 ---- — -- --- - — - 164A �Q ' 61 _ _� 4 - - - - - - -- -- T 1736 Q -- - --- - - --- =173H .=-- -- — — — -- _ -- -- ---- - --- _ - - _ ari-1 uI 9 4 16 13 17 12 I I 17 12 13 16 LuI� I I I I I ! _ 3PARTIAL NORTH ELEVATION SCALE:1/8" = 1'-0" �i ' b NOT USED SCALE: 5 NOT USED SCALE: s C 17 22 i r--< 7 15'-4' _� 11rr rr-�- 17.4DT 186 r 8 PARTIAL EAST ELEVATION I I —TOP OF PARAPET �_ _ 31'-6' AF.5. — TOP OF EARATETT _ 24'-O' AF.S. Y BOTTOM OF CFI T ' AF.5. Y 7 SPARTIAL EAST ELEVATION exterior material key notes: ALUMINUM COMPOSITE MATERIAL 8a ALUMINUM AND SPANDREL GLASS 1 FINISH TYPE AGM -I - TOYOTA 51LVER - SEE FINISH CURTAIN WALL SYSTEM (SS-U OVERFLOUI SCUPPER -SEE ROOF PLAN SCHEDULE FOR I"1ANUF. COLOR SPEC. 1/2' TEMPERED GLA55 ENTRY 00OR5 - 19 10 SEE DOOR SCHEDULE A3.1 OALUMINUM COMPOSITE MATERIAL FINISH TYPE AGM-2 - TOYOTA RED, USA - SEE FINISH OVERHEAD DOOR - FULL GLASS AND 20 COMPACT FLUORESCENT BOLLARD 5C1-IE0ULE FOR MANUF. COLOR 5PEC. 11 ALUMINUM PANEL OALUMINUM COMP051TE OVERHEAD DOOR - STEEL SECTIONAL/ 21 NOT USED 3 FIN1514 TYPE AGM-3 - TOYOTA �LA- E FIN15H 12 COILING - SEE a10.1 SCHEDULE FOR MANUF. O O4 3-COAT STUCCO FINISH WITH I' REVEAL5 1 13 METAL DOOR - PAINT TO MATCH 22 PAINTED METAL COPING FINISH TYPE EXP-1 O ADJACENT FINISH TRANSLUCENT GLASS O3-COAT STUCCO FINISH WITH 1' REVEALS 23 FINISH TYPE EXP-2 14 ENCLOSURE GATES FINISH TYPE GP-1 O2-GOAT STUCCO SYSTEM OVER C.M.U. - FIN16N TYPE EXP-I WALL -MOUNTED LIGHT - 24 OACKI E B T SIGNOUVL .INSTALL 1/2' PLYUIOOD (TOYOTA MITE) 15 SEE ELECTRICAL DRAWINGS BACKING AT SIGN LOCATIONS (TYPJ 7 O 2-COAT STUCCO SYSTEM OVER C.M.U. - FINISH TYPE EXP-2 16 LOUVER, SEE MECH. 25 ACCE55 LADDER - SEE DETAIL O FINISH TO MATCH AGM-1 METAL AUJNING WITH WHITE STANDING SEAM ALUMINUM AND I' LOUT-E INSULATING GLASS CURTAIN WALL BOLLARD, 6' PAINTED STEEL - SEE 26 O ROOF SYSTEM (55-1) 17 DETAIL 4/A2.9 ENTRY PORTAL - BY OU,NER O9 ALUMINUM t I' LOUT-E INSULATING GLASS STOREFRONT SCREEN WALL - SEE DETAIL ON 27 44 GLA55 PANEL5-5EE MANUF. DR4UlING SYSTEM 18 SHEET a7.5 FOR DETAILS REGARDING ENTRY PORTAL NORTH ELEVATION SCALE:1/16" = 1'-0" exterior finish note: GENERAL CONTRACTOR SHALL 5U13MIT MATERIAL BOARD 5AMPLE5 OR 'MOCK-UP5' OF ALL FINISHES, INCLUDING SPECIFICALLY COLOR NVARIATION5, FOR ALL EXTERIOR SURFACE MATERIALS. THE 51.ZE OF ALL SUBMITTALS 5H,, MINIMUM OF 12' x 12'. THE ARCHITECT SHALL REVIEW AND APPROVE PRIOR TO THE COMMENCEMENT OF IN5TALL'l ANY EXTERIOR 5URFACE A55EMOLY. legend: SPANDREL GLA55 A.C.M. STRIPE - TOYOTA RED Lw'w A.C.M. - TOYOTA BLACK } ° A.0 I" 1. - TOYOTA 51 L VER A,6 A.4 a] A �.3 I I I I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 1Q Revised 09-13-04 ® Revised 10-15-04 ® Revised 04-21-05 77 - _ - - -- -_Aj- ---- 77 _ -� - JEN !project no = 249004 drawn by: sec checked by: sheet no.: 'yo''{ xL n a _ FIRST FLOOR 0'-O' AF.S. ' ®Y 0'-0' AF.5. EAST ELEVATION 1 8CALE:1/8" = T-0" EXTERIOR ELEVATIONS TOP OF SERVICE DRIVE M 73B (_ O r 173G t V.� f 173H� l_ . �0. T F �ffY 173E 1." a „ r.. J _- �� 173E 1 —i _ -- i r--�--7 A T.O. -CA& UJASN 28'-2' AF.S. 1 7•S 11 17 10 PARTIAL WEST ELEVATION SCALER/8" = 1'-0" ,. �..,,zej-- 28'-2'—�- 1 I I I ----I ----------- ' ------------------- ------ ------1---------------------------------- 1------------ C/J ----------------------' 1 I ?I-4 '' ' i 19'-4' ' 2P)'-b' I I I0o, 1 I I FI&T FL22R I I I 163E I I I I ' I I i 163D I I I I I I ==_1.6_$F -- _ LEE-. ------------------- ]- o------------------- ----- o-------- ------------ j----- a--------- 0 OPEN 8 PARTIAL WEST ELEVATION 7 NOT USED 8CALE:1/8" = 1'-0" 5 0 NOT USED SCALER/8" = T-0" b ' NOT USED SCALER/8" = 1'-0" h� M exterior material key notes: ft z� 7 12> >U m 4 PARTIAL SOUTH ELEVATION Gll �n3 PARTIAL SOUTH ELEVATION Q SCALE:1/8" = T-0" LLI W- RPfTnYnTA III I I 0 OALUMINUM COMPOSITE MATERIAL 8a "' 1 FINIS" TYPE ACM-1 - TOYOTA SILVER -SEE FINISH CURTAIN WALL SYSTEM 155-1) SCHEDULE FOR MANUF. COLOR SPEC. I/1' TEMPERED GLASS ENTRY DOORS - 1g OVERFLOW SCUPPER -SEE ROOF PLAN 10 SEE DOOR SCHEDULE O A3.1 OALUMINUM COMPOSITE MATERIAL FIN15N TYPE AGM-2 - TOYOTA RED, USA - SEE FINISN OVERHEAD 0OOR - FULL GLASS AND 20 COMPACT FLUORESCENT BOLLARD 5CNEDULE FOR MANUF. COLOR SPEC. 11 ALUMINUM PANEL ALUMINUM COMPOSITE A' e O N TYPE ACM-3 - TOYOTA �L4A'D-EFINISN 12 OVERHEAD DOOR -STEEL SECTIONAL/ OFINIS21 NOT USED SCHEDULE FOR MANUF. O COIL ING -SEE a Im.l O4 3-COAT STUCCO FIN15N WITH I' REVEALS 1 13 METAL DOOR - PAINT TO MATCH 22 PAINTED METAL COPING FINIS" TYPE EXP-I O ADJACENT FINISN TRANSLUCENT GLASS O3-GOAT STUCCO FIN1514 UJITN I' REVEALS 14 ENCLOSURE GATES 23 FINISH TYPE GP -I FINISN TYPE EXP-? 24 SIGNAGE r3Y OU.NER. INSTALL I12' PLYUK70D O2-COAT 5TU�O SYSTEM OVER C.M.U. - FINISN TYPE EXP-I UJALL-MOUNTED LIGHT - BACKING AT SIGN LOCATIONS (TYP.) (TOYOTA WITE) 15 SEE ELECTRICAL DRAWINGS EXP-? O 2-GOAT STUCCO SYSTEM OVER CLCUYER, SEE MECI-l. 25 ACCESS LADDER - SEE DETAIL 7 I1.U. -FINISN TYPE' 16 FINISN TO MATGN ACM-1 O 26 METAL AU,NING UJIT0 UJNITE STANDING SEAM ALUMINUM AND 1' LOIU-E INSULATING 6LA55 CURTAIN WALL O BOLLARD, b' PAINTED STEEL - SEE ROOF 8 SYSTEM (56-1) 17 DETAIL 4/A2.9 ENTRY PORTAL - BY OU.NER OALUMINUM 4 I' LOUD-E INSULATING 15LA55 STOREFRONT SCREEN WALL - SEE DETAIL ON 27 4x4 GLASS PANFLS-SEE MANUF. DRAWING SYSTEM 18 514EET a15 FOR DETAILS REGARDING ENTRY PORTAL A.4 A.6 A.9 n 6.1 c D D.1 D.2 exterior finish note: GENERAL CONTRACTOR SHALL SUBMIT MATERIAL BOARD 5AMPLE5 OR 'MOCK-Uf 5' OF ALL FIN15HE5, INCLUDINC7 AND 5PECIFICALLY COLOR VAR1AT10N5, FOR ALL EXTERIOR SURFACE MATERIALS. T14E 51ZE OF ALL SUBMITTALS SHALL BE A MINIMUM OF 12' x 12 THE ARCHITECT 514ALL REVIEW AND APPROVE PRIOR TO THE COMMENCEMENT OF INSTALLATION OF AN1' EXTERIOR SURFACE ASSEMBLY. legend: GLASS SPANDREL GLA55 A.C.M. 5TRIPE - TOYOTA RED A.C.M. - TOYOTA BLACK 4 A.G.M. - TOYOTA 51L VER n E.2 E.3 ELEVATION KEY PLAN 41 - . 31 n F.9 G G.1 G.2 TAL SOFFIT 2 SOUTH ELEVATION 8CALE:1/16" = 1'-0" A v a a Mw a --a s a aTl N SCALE:1/8' = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 Progress Set 02-12-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-07-04 /1 Revised 09-13-04 2 Revised 10-07-04 Revised 04-21-05 prgject,na__- ------ 249004 drawn by: sec checked by: sheet no.: EXTERIOR ELEVATIONS I ' STUCCO T.O. PASAE5L _ T.O. 2NO FLOOR_ 28'-O' AF.S. OL T O ARAPET _ 24'-O' AF.5. _ FI T FLOOR FINI ELEV.= O'-O' I Fc, z.3 A A.4 A.6 B C D E F G I H G F.2 E.2 D.1 B.6 B i T.O_ PORTAL _ 26 -3' T.O. FA5CIA _ 24'-m' TO_ CU TR AIN u 116'-m' B.O. FASCIA _ FIN. -J5LAP- Ir m'-O' H 1 a7.1 T O. 2NO FLO -R PA P T I 31'-6' SECOND FLOOR FIN_SLAB _ FIF25T FLOOR FIN. 5LAB� I ELEY.;O'-D' J I BUILDING SECTION 16+ SCALE:1/8" - 1'-0" m o� PARTIAL BUILDING SECTION n 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (9 www.zennergroup.com Design Development 10-29-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 Image USA II 06-03-04 FOR CONSTRUCTION 07-12-04 0 Revised 04-21-05 ----------------- _ - ----------- -_ --- - affim -- _..- ---=-- - ---- =- = ni- project249004 drawn by: sec checked by: sheet no.: -�au -A .14 x 1 N SCALE:1/8" = 1'- 0" BUILDING SECTIONS G F E.2 E D.1 D c B.6 B OIL T.O. ATRIUM ELEVATION BEYOND 6EE ELEVATION BEYOND 5EE ELEVATION BEYOND 5EE 514EET5 A50 4 A5_2 614EET5 A5.1 4 A.5.2 5NEET5 A5.1 4 A51 a7.3 6 T.Q. E6�ATF_T 7. T.Q R, 4 T L 24'-0, AF.,5. 22'-O'AF.5. --------------- -------------------- z ��Iv ELEVATION BEYOND - 5EE V-514EET,9 A5.i 4 A5A5100ir__�Lrw p ❑aoao - 52FRT ® ELEVATION BEYOND - 5EE 5NEET5 A5.1 4 A5.2 K, L(D (D (D 0 (D (D (D (D 0 0 0 0 (D IJ F --k-FIN-SLAB 0'-O'AF.6. 3 PARTIAL BUILDING SECTION SCALEA/8"= 1'-0* H G.9 G.2 G F.2 F E.2 E D.1 D c B.6 B T.O. A TRIUM 5 ELEVATION BEYOND - 5EE ,a7.p 6�4=5 A.5.14 A51 ELEVATION BEYOND - 5EE — .1 — SNEETOA5.14A5 1O.TAFAFFT .2 F 2 -O'A.F.S. T.O. PARAEET 24'-O'AF.5. TT GYP- 50. 77F/T REVEAL --%7 FAINTED ELEVATION BEYOND - SEE Grp. B0. I 5PEET5 A5.1 i A51 T.Q. CURTAIN IUAEL CONTROL CONTROL JOINT, T-rf-. JOINT, TYF, IF---]F- VEII­ CLE SA ES SA _ES DIS A - EA,--' LAY," /A, E A,,, RE EPTION IT111"I Ll FIN. IT -1 �6�5 45 - FAINTED FAINTED GYP.2 PARTIAL BUILDING SECTION 8CALE:1/8" T-0" 2 2.2 2.6 a7.2 to ATSIUM \Sj T.Q. A *T11 CIA 30'- V T�- :A-aCIA �2a -0 ---------------------------- LA g T__ T T I CORR. ,i�_�_IIRTA_IN WALL ------ ASST. Lu CONT. CONT. PAYROLL F2070 E3.0. FA5C IA ACM '*\—FLA5TER GYP. COILING 11 ACOU5TICAL ------ CEILING 7 CEILING 2.9 G.W,E3. Ll F7F I OPEN CUSTOMER CAFE TAIR CAFE SERVICE WARRANTY PARTS FIXED OPS WAITING 10FE FILES OFFICE CASHIER A.P.M. MANAGER DIRECTOR 14 1 [-1-4-01 _1 F =I IELI:�11_1111:11:1 1:1 ut co 1 PARTIAL BUILDING SECTION 8CALE:118" = l'-O' cD co 818 Marietta Street, NW Atlanta, Georgia 30318 a ff 404.881.8370, 404.881.8173 (f) 1 7% -mc n --------- U (D 7:--f — - ---- ----- U) W. I Tm -0-E= 77= w7 _5Z L Xm_ E I F Image USA 11 06-03-04 Revised 04-21-05 www.zennergroup.com — ----------- — --------- tfi- Pro* -249004 drawn by: sec checked by: sheet no.: FOR CONSTRUCTION 07-12-04 BUILDING SECTIONS 1 7% -mc n --------- U (D 7:--f — - ---- ----- U) W. I Tm -0-E= 77= w7 _5Z L Xm_ E I F Image USA 11 06-03-04 Revised 04-21-05 www.zennergroup.com — ----------- — --------- tfi- Pro* -249004 drawn by: sec checked by: sheet no.: FOR CONSTRUCTION 07-12-04 BUILDING SECTIONS Image USA 11 06-03-04 Revised 04-21-05 www.zennergroup.com — ----------- — --------- tfi- Pro* -249004 drawn by: sec checked by: sheet no.: FOR CONSTRUCTION 07-12-04 BUILDING SECTIONS www.zennergroup.com — ----------- — --------- tfi- Pro* -249004 drawn by: sec checked by: sheet no.: FOR CONSTRUCTION 07-12-04 BUILDING SECTIONS SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING B.1 B I I I , I I , I I , I I , I . I , -16 GAUGE STEEL COPING - KYNAR FINISH TO MATCH ACM- I Al T.O. PARAPET -&' METAL FRAMING AT 16' O.C. NOz. G(2NTRO �)OINT -_: ELEV.= 19'-0' AF.5. 112'EXTERIOR GYPSUM SHEATHING _ 1/4' 5�4 - -_- ALUMINUM COMP051TE PANELS _ 15' FELT VAPOR BARRIER R-19 FIBERGLA55 BATT _ INSULATION, EXTEND r0 ROOF = INSULATION (TYPICAL) GYP_ BD, CEILING --- �` -- _B.oELEYSr�L�UBB' AF.S. - 15'-0' AF.5. F Ix BLOCKING 3/4' G.W.B. REVEAL - SEE RCP FOR REVEAL PATTERN A.CI11. WRAPPED COLUMN BEYOND I - MULL ION — I II'_ g • I I ^ -Jkp.O. MULL ION I Y 9'-0' I I I I I I I I 18 I TYP. AT SHOWROOM a7.5 CURTAINWALL FOUNDATION AND , SLAB -SEE 5TRUCT. c._. I r` I , I I , 4' GONG. 51 DEWAL K I SEE CIVIL DRAWINGS FOR CONSTRUCTION DETAILS I -1ST FLOOR r 1N. SLAB. ELEV.- 0'-O' AF.5. I6' O.C. HORIz. CONTROL JOINT ELEV. ?8'-0' AF.S.Y L THREE -COAT STUCCO ON GALV. METAL LATH _ OVER 15' FELT VAPOR BARRIER •� i 112' EXTERIOR GYPSUM 514EAT14ING n 8 R-19 FIBERGLASS a7.5 BATT INSULATION / (TYPICAL) / _ L3.0. STEEL _ - -�- 25'-0 BACKER ROD t SEALANT KAI.I.NEER 6' STOREFRONT I' LOW-E DOUBLE m PANE GLAZING, TYP. -� PERIMETER SEALANT 5 a7.5 _ B.O. 1 UL LION 21'-11 3/8' AF.S. - - — TNREE-COAT STUCCO ON GALV. METAL LATH OVER 150 FELT VAPOR I BARRIER 1/2' EXT. GYP. SHEATHING I/2' EXT, PL YWOOD MEMBRANE \ EKED INSULATION 2 2.9 I I 7 � TYP. AT 6" METAL / FRAMING T O_PARAPUT— T.Q. 'PARAPET _ _ ELEV.= 31'-6' AF.5. `{' - I1 ELEV.: 31'-6' AF.S. SINGLE PLY ROOFING ON _-- I INSULATION BOARD SECURED T _ '� = 1�6TRUCTURAL METAL DECKING SINGLE PLY ROOFING ON _ _ FIN15N_�OOF _SULATION BOARD SECURED TO ELEV.- 30'-6 1/2' AF.S rRUCTURAL METAL DECKING T.O. STEEL _ _ - 30'-I' AF.5�- f <� - _ FIN( N QOF T.O, T lffL cv 6' METAL FRAMING AT / " ELEV.= LINE OF TOYOTA ENTRY PORTAL - BY OWNER ALUMINUM COMPOSITE MATERIAL TO MATCH ACM -I ROOF MEMBRANE I -W * METAL DECK EXPAN510N FLASHING - MANVILLE EXPAND-O-FLASH STYLE EJAI C RO TO WALL OR EQUAL L3x3x3/I6 CLOSURE ANGLE. RADIUS =96'-I' /� N55 20x6x3/S CURVED BEAM. / RADIUS = 6'-91/2' 15'-2 4' I -00 3 T,O. STEEL CLOSURE ANGLE BEYOND - SEE HSS 4x4x1/4 5TRUCT. 16'-0` AF.S. 3' 31e' NOTCHED PLATE I- (�' II'-9 1/2' 6' BY NERO �`- OUTRIGGER COWECTION PLATE AND BOLTS BY ME 1/2' EX T. GYP. SHEATHING EDGE OF CANOPY. RADIUS - 96'II' THREE COAT STUCCO ON GALV. METAL LATH OVER 15" FELT VAPOR BARRIER 4'x20 GAUGE METAL FRAMING AT 24' O.C. - BRACE TO STEEL JOISTS KAU.NEER 16M TNEFMALLY BROKEN CURTAIN WALL 4DETAIL AT CANOPY/PORTAL SYSTEM 8CALE:3/4" f-0" ACM -I SIGN BOX �r 5SHOWROOM NORTH WALL SCALE:3/4" = T-0" OU,NER PROVIDED SIGN. COORDINATE LOCATION AND MOUNTING WITH OU,NER ACM -I 51ON BOX - BACKER ROD t SEALANT, TYP. —� B.O. A.C.M. BOX ACM -I BEYOND ENTRY DOOR - SEE DOOR SCHEDULE PAVERS - SEE FINISH SCHEDULE I ( I I I I � I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I 15 I I 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 11 � I � I , I IST FLOORFIN. SL5 TODRAIN LA ELEV: ill'-� F.5. 7 / . I'-4- SUSPENDED ACOUSTICAL CEILING FACE OF GYP. BD. COLUMN BEYOND 5/0- GYP. BD. ON 20 GA. 2-112'METAL STUDS AT 16' O.C. 5/S' GYP, BD. ON 16 GA. 6' METAL STUDS AT T,o.— ELEV.= 19'-7' AF.S. 2x12 P.T. WOOD BLOCKING O I- LINE OF SOFFIT BEYOND I 3 a7.5 LINE OF CEILING BEYOND I I I I I �--O' METAL STUD BOX BEAM L1121 GYP. SHEATHING ON 8' METAL STUDS AT 16'O.C. A.CJ'1ON . CTROL JOINT Y ELEV.: W--O' AF.5. I r-1/2' GYP. 5NEATHIN6 ON 8' METAL STUDS AT I6' O.C. - - FIT ELEV. = 51NGLE PLY ffOOFING TO BE APPL I" THE FULL HEIGHT OFIWALL OVER PROTECTION [.CARD AND WRAPPED (UNDER CAP FLASHING SINGLE I OOFING ON R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING 6' METAL FRAMING AT 16O.C. I NORM. CONTROL JOINT_ _ fNG Y ELEV. 2e'-O' AF.S. I THREE -COAT STUCCO ON GALV. METAL LATH OVER 15' FELT VAPOR I BARRIER -1/2' EXTERIOR / GYPSUM SHEATHING R-19 FIBERGLASS , GATT INSULATION (TYPICAL) I I _ NoRrZ, coNrRoj JOINT _ �' ELEY: 24'-6' AF.S. SECURE MET, L STUDS TO C M.U. AND EXTEND G.W.B. 6' ABOVE CEILING (TYP.) _ - ON�ILI SEE R.C.P. SUSPENDED ACOUSTICAL CE IL MG � I I _ s__ B.OGCQ . STU_ - - - ELEY: 21'-C' AF.5. I 5 20 GAUG/S' G.W.B. E �,- : �•<v`� 2-1/2' METAL TUDS AT I&' O.C. (TYPICAL G.UJ.B. CONS RUCTION AT MASONRY L W L S UNLE55 I NOTED) I I I I I I I I 3-5/8' METAL STUDS AT 16' O.C. I I j-V METAL STUD BOX BEAM I 'I-AGM-1 BOTTOM OF STOREFRONT I HEAD TO BE FLUSH WITH I ACM —LINE OF DOORJAMB BEYOND LINE OF ACM -I BEYOND EST WALL 63CALE:3/4* I I I I I I I I I T-0' � I I I I ( I I I I I I 1'-4- 110, I I 15T FL R FIN. SLAB, Y-ELEY: 3EAST WALL AT ENTRANCE SCALE:3/4* = T-0" I � I I I EXTEND G.W.B.ITO BOTTOM OF JOISTS LINE OF WALL BEYOND Ve' G.W3. ON 20 GAUGE 2-1/2' METAL 6TUD5 AT I6' O.C. (TYPICAL GOB. CONS RUCTION AT MASONRY Ul LLS UNLE55 NOTED) T ENTRANCE T.O.PAIRAPST SINGLE PLY ROOFING TO ELEV,=31'-(q' AF.S. BE APPLIED THE FULL HEIGHT OF WALL OVER 0 o PROTECTION BOARD, AND WRAPPED UNDER CAP FLA51-11NG SINGLE PLY ROOFING ON R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING J015T BEARING Y ELEV. 2V_5' AF.S. .STUCCO JOINT a 28'-0' AF.S. 0 0 8' CMU U)/ INSULATED CELLS 0 o TWO -COAT STUCCO ON CI-I,U. (_��HORIZ� STUCCO JOINTLEV: 24' 6' AF.S. NORIZ. STUCCO JOINT ® ELEY: 21'-0' AF.S. HORIZ. STUCCO JOINT ELEY: IV-6' AF.5. SECURE METAL STUDS TO CI'1.U, AND EXTEND G.W.B. 6' ABOVE CEILING (TYP.) SUSPENDED ACOUSTICAL CEILING H I �T 217.5 TYP. AT 8" CMU _ _ T.O._FA--,5 nT 1 ELEV=3r_6,' AF.5. — 1 - a' CMU W/ INSULATED CELLS - TWO -COAT STUCCO ON G.M.U. T .O. Sj5EL_.__ I ELEY. VARIES tit _NORIZ. STUCCO JOINT ELEV. 2V-0' AF.5. HORIZ. STUCCO JOINT ELEV: 24'-6' _�-FINI51-1 CEILING 22'--O' AF.S. HORIZ. STUCCO JOINT ELEY: 21'-0' AF,5. HORIZ, STUCCO JOINT ELEV: - _ 2 _0 FLOOR FIN. FL. HORIZ. STUCCO JOINT 14'-0' AF.S. ELEV.-14'-0' AF,S. 7;3111- _ T.O. BOND BEAM - ' R41 4' AF.S._ ® NOI. STUCCO JOINT -'AF.LEY: 11'RSS HORIZ. STUCCO JOINT ELEV. 7'-0' AF.5. - F 5/a, GYP. BD. ON 2 - I/2' MTL. _ STUDS. AT 16' O.C. STAIR 1 1 a, CMU W/ INSULATED STAIR STRINGER - SEE CELLS STAIR DETAILS _ TWO COAT STUCCO ON CJ`1,U. I _ HO I . STUCCO JOINT ELEV: 3'-6' AF.5. I = 2-1/2' MTL. STUDS. AT 16' O.C. WEEP SC -REED, AS REQUIRED CONCRETE SLAB ON 6 MIL CONCRETE SL�B ON 6 MIL VAPOR BARR ER OVER 4' PER IBC 2512.1.2 VAPOR BARRIER OVER 4' THICK GRAVEL BASE ON - STOP STUCCO FIN15P 2' MIN. THICK GRAVEL BASE ON PREPARED S;UBGRADE, - = ABOVE PAVED AREAS PREPARED SUBGRADE. - SEE STRUCTURAL. DRAWINGS - ^ SEE STRUCTURAL DRAWINGS FOR ADDITIONAL 112' EXPANSION 5TRIP FOR ADDITIONAL I ORMATION _ (TYPICAL) INFORMATION = 4' THICK CONCRETE - SIDEWALK REINF. W/ 6x6 10/10 W.W.F. _ 5T FLOOR FIN. SLAB. HORIZ. STUCCO JOINT ® ELEV.. to'-&' AF.5. ELEV. l'-0' AF.5. �1� uz e' GI'1U UY INSULATED CELLS TWO -GOAT STUCCO ON C.M.U. HO I . STUCCO JOINT ® ELEV: 3'-6' AF S. ° ELEY: 0'-0' AF.5. _. . ff� Sc/ LE:3/4" = T-0" _ a - 1I ° —_ l i ►I IIIIIf- (IIIII -�I .a° , -, o _Y i-' 1 SOUTH WALL AT STAIR SCALE:3/4" = 1'-0" WEEP SCREED, AS REQUIRED PER IBC 2512.11 STOP STUCCO FINISH 2' MIN. ABOVE PAVED AREAS 1/2' EXPANSION STRIP (TYPICAL) 4' THICK CONCRETE SIDEWALK REINF. W/ 6x6 10/10 W.UIF. S I FLOOR FIN. S AB. T L R L V: 0'-0' AF.S. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (1) www.zennergroup.com ------------------ -_ Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Revised 10-15-04 Revised 04-21-05 77 __... Z. _-_ �- Q� V/ . - Lu 4 - - -= _ ' =_ . 1r -- jr wwz- ------------ p�ojectna. drawn by: sec checked by: sheet no.: WALL SECTIONS T.Q. EMAN EACTUf2ED FASICA 24'-0' AF,S. E.2 e 3 I BLOCKING AS REQ'D 103�4' IS GAUGE PRE -FORMED T.O. PARAPET STEEL COPING- KYNAR 31'-6' AF.S. FINISH,,,,.,.,.W,,,..,..,...,,,,.W.,,..,,,.,,WW„_.,,,.,.,,._W.-.,,.-wW.w,,,•. _�T.Q.T'ARAPET x; = 51NGLE PLY ROOFING TO BE '`r APPLIED THE FULL HEIGHT OF _ T.O. STEEL BEAM ---------------'- 6 16 GA. METAL - - - - — FRAMING AT 24' O.C. IN 20'40' AF.5. WALL AND WRAPPED UNDER CAP STEEL CHANNELS AT 4, BETWEEN STRUCTURAL FLASHING 4' FOAM CANT STRIP 4'-0' O.C. _T.O. ROOF _ _ ':. PREMANUFAGTURED FASCIA EL_EV. VARIES �i �<(J(j:' c .j? �C�:` jZ.I:>,.>�;'y< PANELS BY ENGINEERED __1J ARCHITECTURAL SYSTEMS, , I INC. 770-664-0313 T.O. STEED ELEV. VARIES .- I I COMMERCIAL GRADE PRESSURE TREATED TYVEK4/4'I -- 2x6 STUCCO GQNOL PLJOINT I/2' EXTERIOR 28_ AF.S. I FL YWOOD ( STUCCO CCrNTr'OL JOINT/T.O_ROOF 2V -0' AF.S. , 3-5/8' 16 GA, METAL ' - - I _2 '- BEAM - STUDS AT 16' O.C. f R-19 FIBERGLASS BATT INSULATIONS I ` R-19 FI8ERGLA56 BATT I INSULATION 19 AT STUCCO a7.55IM. I ON GAO LV. METAL LATH / = I H I OVER 15" FELT VAPOR BARRIER ull B.O. STEEL TUBE_ _ B.O. STEEL TUBE = I _ _ _ B.O. 50FF1T _ — ._ , _...w, I �'_. TESL AF1S. 25'-0 5/8' AF.5. ` 15 -0' AF.S. 1 r KAU,NEER 6' I WAUSAU 6250 SERIES I 18 GAUGE PRE -FORMED 1/2-r-- 12. a7 5 , STOREFRONT I STRUCTURAL GLAZED _ _ �,0. PA�4p / STEEL COPING - KYNAR _ _ T.O. PARAPET I I _@ EOM OF CEILINCa_ E.2 CURTAINWALL I FINISH 24' SUSPENDED ACOUSTICAL I `" I EAST WALL at SHOWROOM ' CEILING I STRUCT.HANNEL -SEE I I Q 3CALE:3/4" = V-0" Q 5 a7.51M. 3' , 7.5 5/0' G.W.B. ON 22 GA. 3-5/a' 103�4 IS GAUGE PRE -FORMED IM. METAL FRAMING tv I6' O.C. SINGLE PLY ROOFING r0 BE T STEEL COPING - KYNAR APPLIED THE FULL HEIGHT OF I 2 T.O. PARAPET FINISH I STRUCTURAL STEEL WALL AND WRAPPED UNDER CAP 22'-0' AF.5 - T.O. STEEL TUBE X-BRACING RODS - I FLASHING _ _ T,O. F'.4gA T _ _ _ T,O. 5_TEEL TU 3F SINGLE PLY ROOFING - _ THREE -COAT STUCCO ON 21'-11 3/0' AF.S. I AF.S - SINGLE PLY ROOFING ON Y 21'-ll PAINTED TO MATCH TOYOTA %< APPLIED FULL HEIGHT _ _ GALV. METAL LATH OVER THREE -COAT STUCCO ON -�� WHITE 71 INSULATION BOARD , OF WALL WRAPPED - _ 15" FELT VAPOR BARRIER GALY. METAL LATH OVER 15" I C6xel STRUCT. STEEL AT 10' 20 GA. METAL i� 1'-0. �4 SECURED TO STRUCTURAL � UNDER CAP FLASHING--- y R-19 FIBERGLAS5 BATT FELT VAPOR BARRIER 4'-0' O.C. FRAMING AT I6' O.C. I METAL DECKING l STUCCO CONT OL JOINT INSULATION R-19 FIBERGLASS BATT_ . �`- i :, v .,.✓.. ,.: ,S :y, x ;1;,;; i ; —F INSULATION--- = ` ZI 0' AF.S. 4�4' 4 FOAMCANT STRIP - - - - — - - ---- --- -- ----- ---- 5/S EXT. PL rWOOD—-_ STUCCO CONTROL JOINT I I T.O. STEEL BEAM , ;�•? �; A',<<,%"� t ti :i,.i�: ' ti - 6' 16 GA. METAL STUDS AT 20'- 9 1/2' AF.S. AM -- T.O. ROOF --_ A.CJ'1. CONTROL �JOWT� T.O TEE - — - 20'-0' AF.5N --__ELEV. VARIES C j R-13 FIBERGLASS BATT :� 1/2' EXT. GYP. 6' 16 GA. INSULATION "` SHEATHINS -3 - METAL STUDS T.O. PA _PET I AT I6' O.C. AF.S. —_ 6x6 T.S. SEE -� 5TRUCT. FOR 9 `; COMPOSITE PANEL - 1-7�4 a7.5 5PACING a7.5 IM 1 x TO MATCH ACM-1 7�4, -� a� _ _ _ FIN. ROOF 3' lrI' EXT. GYP. SNEATNINS `r= - - - -- 1 W T.S. - SEE 3-5/8 STUD HANGER I I 5TRUCT. FOR _`� SPACING 17'-8' A.F.S. STUCCO GONTRQL JOINT -_ = BEYOND DOOR R-19 FIBERGLASS BATT _- _j L 6' I6 GA. METAL - 17'-6' AF.S. INSULATION _ - I 6' 22 GA. STUDS EXTEND G.W.B. TO 6' ABOVE STUDS AT Ib' O.G. AT 16' O.G. FINISNE GELLING (TYPIGAL) ALUMINUM COMPOSITE TERMINATE WOOD BLOCKING MATERIAL TO MATCH ACM-1 ABOVE CEILING r a7.5 4'x20 GAUGE METAL 1 3 THREE -GOAT STUCCO ON ^ ? FRAMING AT 24' O.G. - 5/8' G.W.B. ON ZZ GAUGE, GALY. METAL LATH OVER 15" - F- O`ER EAD DOOR N �u z BRACE TO STEEL JOISTS - 3-5/8' METAL FRAMING AT FELT VAPOR BARRIER T G -1 �7 ' FINISN_CELLING_ _ _ FINISH CEDING I6' O.C. (rYP. INTERIOR —� U 1i A.C11. CONTROL JOINT A5 SHOUN CEILING } - --Y 16'-0' AF.5. I I ' , ELEV.=16'-0' AF:� I FRAMING) R-19 FIBER5LA55 BATT _ INSULATION �O I i SUSPENDED ACOUSTICAL , 6' 16 GA. METAL FRAMING AT fit_ 0 1 CEILING 24' O.C. --INI H C I�,ING B.O SOFFIT I — _ _ - I B.C.8.0.50FFIT '— I'-0' I5'-O' AF.5. PROVIDE U100D BLOCKING I5'-0' AF.S. Y 4' I AND FRAMING TO MOUNT i - , A.C.M. BAND TO 3-5/8 16 GA. METAL STUDS I MOTOR AND OHD DOOR AT 16' O.C. HARDWARE _� MATCH ACM-2 �., i VTHREE-CCAT EXT. GYP. SHEATHING GYP. BD. CEILING -SEE I ISrUcco ccrlrROL JOINT _ E EQ. 11,54.1 LAY OR CONTROL JOINT � THREE -COAT STUCCO ON !4'JT -O' AF.5 _ AL STUCCO ON I ,3 MATCH COLUMN Q 9' 2 -3 SALV. METAL LATH OVER 1� GALV. METAL LATH OVER = =r FACE OF PIER 7 - 15" FELT VAPOR BARRIER WIDTH _ = BEYOND 1 FELT VAPOR BARRIER - 5EE �r •5 SIM. Ir IM4.1 FOR CONTROL JOINT T.O. STEEL TUBE SUSPENDED ACOUSTICAL LAYGUT STUCCO CONTROL JOINT - - 13'-0' AF S/ CEIL INS / TESL GYP. BD. I 5/0' G.W.B. ON 8' 22 GA 1 - I I METAL STUDS AT ENTRY CANOPY48CALE:3/4"ENTRY CLERESTORY SOUTH WALL - I ISEE METAL 5TUP5AT ES FOR SCALE:3/4" = 1'-0" = 1'-0' _ _ BO SOFFIT I TESL GYP. BD. ON 2-1/1'ALL �1 12'-0' AF.5. ! , / METAL STUDS AT 24'O.C. KAU.NEER 1600 THERMALLY I GCNSTRUCTROIONR PARTITION 1 -1� ® I BROKEN CURTAIN WALL SYSTEM 6 I a7.5 , I I I , I T.O. BEAM _ NORIZ. STUCCO JOINT ELEV.- 3'-6' AF.S. — I I TWO -COAT STUCCO ON 12' C.M u. _ - -GALVANIZED WEEP SCREED TUCK COUNTER FLASHING IN MASONRY JOINT WITH ' SEALANT STANDING SEAM ROOF i HEAD FLASHING CLIP ANGLE AND STRUCTURAL ATTACHMENT - 1/4' CLEAR GLAZING EE 5TRUCT. DW S5. I I 12 LINTEL BLOCK mk - - 17'-4' AF.S. f - -- _-- S OVERHEAD DOOR I TRACK I ___-_ _J 24 GAUGE WHITE KYNAR FINISH STANDING SEAM 1' CLEAR LOW-E DOUBLE KAU,NEER TRI -FAB VG 450 ROOF PANELS SECURED TO i 10 STOREFRONT SYSTEM PANE SLAXING, TYP. 5/8' EXTERIOR PLYWOOD LUMN SHEATHING WITH 15 LB. FELT 2,$ T -- ----- -_-- --- -- -J UNDERLAYMENT I © BEYOND i FACE OF WALL BEYOND MET T 5ES T 24' O/C 24 CAUSE WHITE - _-- --- --- ----- EDGE OF WALL BEYOUND I I -- ---- ---- -- ------- J KYNAR FINISH I METAL STUDS AT 24' O.G. - -- ---------- ----- TESL GYP. BD - / -- EDGE FLASHING 2'j�' I CONCRETE SLAB ON b MIL BOTTOM OF GA_N_OP_Y VAPOR BARRIERELOVER A5 ON - - 14'-0' AF.5.� 5�2' I 7<�2' I PREPARED SUBGRADE. - I 5'-10' TRUSS HANOYER CONCRETE PRE5T PAVER - �, 1 4�, SEE 5TRUCTUR L D RAW I AL _ CLIP ANGLE AND I' METAL SOFFIT PANEL -SEE FINISN SCHEDULE STRUCTURAL ATTACHMENT - SCREWED TO 7/8' METAL I 4' DEPRE55ED SLAB CONC. PAYERS \ ® INFORMATION , GEE 5TRUCT, PUGS. FURRING CHANNELS AT 16' I AT PAYERS O.C. TWO -COAT STUCCO I I I 24 CAUSE WHITE KYN EL F1RST FLOOR FWISH 5L ON C1'7.U. FIN. SLAB �` I FINISH END WALL PANELS — — SECURED TO 7/8' METAL ELE %::�4. �! % �. �: `:/;- •, FURRING CHANNELS AT 12' VERTICAL SPACING m { r-- , -- 'C�-bCo� � I - � — T PARTS DELIVERY AWNING -i I i i FEE �- I►� 53CALE:3/4" = 1'-0" -- c I 0 I 1 SOUTH WALL at VEHICLE DELIVERY23CALE:3/4"EAST WALL at SHOWROOM EAST WALE ALE:3/4" -o" x 3SCALE:3/4" = 1'-0" = 1'-0" SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLASHING SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING 5U5PENDED ACOUSTICAL CEILING l J R-19 FI13ERGLA55 BATT INSULATION I T.0. BEAM _ _ - 19'49' F. 5/0' G.W.B. ON 8' 22 GA METAL ETUDE, AT 16' O.G. (SEE PARTITION TYPES FOR ALL INTERIOR PARTITION CONSTRUCTION - TYPICAL.) SUSPENDED ACOUSTICAL CEILING/GYP. BD. CEILING SEE I/A4.1 FIN. $LAL3 _ AF.5. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 1 Revised 10-15-04 Revised 04-21-05 Alma LL, =— O :_:___ _--- -- _ - - _ _ — = 77 -- = MEN" _ __--„-,---_ drawn by. sec, dbz checked by: sheet no.: WALL SECTIONS T.D. P, A.CI'1. BEYOND T.O PARAPETOIL E.2 I I I 1��4J1�3' IS GAUGE PRE-FOIQ'-1E0 'I STEEL COPING - KYNAR FINISH THREE -COAT STUCCO ON GALV. METAL LATH OVER 150 FELT VAPOR BARRIER 5/8' EXT. PLYUJOOD--.,\ I STUCCO CONTROL JOINT I ALUMINUM COMP051TE 6' 16 GA. METAL STUDS AT PANELS TO MATCH 16' O.C. ACM -I I HORIZ. CONTROL JOINT ELEY.= 19'-0' AF.S. in FLASHING _ T.O. BEAM =TEE _ - j BEAM BEYOND ?I Z. CONTRO JOINT- ELEV.= 16'-3' AF.5. FINISH CEILING 0. I A.C.M. COLUMN BEYOND THREE -COAT STUCCO ON GALV. METAL LATH OVER 1'_rp150 FELT VAPOR BARRIER 3-5/8' 16 GA. METAL STUDS AT 16' O.G. I I EXTERIOR MISPLAY PORTAL/CANOPY WALL SCALE:3/4" = 1'-0" G I I I 0 0 SINGLE PLY ROOFING TO 1 BE APPLIED THE FULL I - HEIGNT OF WALL OVER PROTECTION BOARD AND I WRAPPED UNDER CAP FLASHING I I — EDGE OF ROOF BEYOND I - SINGLE PLY ROOFING ON I — R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING — •o o — I a JL 4SERVICE SHOP SOUTH WALL 8CALE:3/4* 1'-0" 16 GAUGE STEEL COPING - KYNAR FIN1514 TO MATCH AGM-1 T.O. PARAPET 6' METAL FRAMING �\ AT 16' O.C. NORIZ. CONTROL JOINT ELEY.= 19'-0AF.S. I/2' EXTERIOR GYPSUM 514EATNING ALUMINUM COMPOSITE PANELS (ACM-0 —� STEEL SUPPORT ANGLE - SEE STRUCT. FOR LOCATIONS B.O. SOFFIT ELEY.= 15'-0' AFS I I I I I I -4- 1 I I I I WRAP MEMBRANE ROOFING UP WALL AND UNDER CAP FLASHING 1/2' EXT. PLYWOOD SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING T.O. PARAPET — ELEV.=2' AF.S. 8' CMU L2. 12' CMU ELEY: 24'-S' AF.S. THREE -COAT STUCCO ON CJ11.U. T.O. BOND BEAM ELEV. 22'-0' AF.S. HORIL STUCCO JOINT ELEV.- 21'-O' AF.5. 12' CMU W/ INSULATED CELLS 4'x2O GAUGE METAL FRAMING AT 24' O.C. - BRACE TO STEEL JOISTS AS SHOW 1/2 EXT. GYP. SHEATHING THREE -COAT STUCCO ON GALV. METAL LATH OVER 150 I I FELT VAPOR BARRIER - SEE I/a4.1 FOR CONTROL JOINT SEALANT AND BACKER ROD LAYOUT I I I I EXTERIOR DISPLAY SOUTH WALL SCALE:3/4" = 1'-0" T.O. PARAPET_ 21'-O' AF.5. 6' METAL FRAMING AT I6' O.G. THREE -COAT STUCCO ON GALV. METAL LATH OVER 151 FELT VAPOR BARRIER T.O. STEEL (LOUT SIDE) IS'-1 1/2' AF.5. ® NORIZ. STUCCO JOINT ELEY: z.3 © I I I I 18 GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH I SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLASHING SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO -- 5TRUCTURAL METAL DECKING Q X-BRAGIi I I HORIZ. STUCCO JOINT I ELEV.-14'-0' AF.S. I 6' 20 GAUGE METAL FRAMING AT 16' O/C R-19 FIBERGLA55 BAT T INSULATION (TYPICAL)` I WEEP SCREED '- I I I ELEY.= IO' 6' AF � I I I I KAUNEER 1600 THERMALLY I I BROKEN CURTAIN WALL 5YSTEM _ T.O_CHANNEL _ I ELEV.= 3' 6' 6' 20 GAUGE METAL FRAMING AT 16' O.0 1/2' EXTERIOR GYPSUM SHEATHING — THREE -COAT STUCCO ON PAINTED STEEL COLUMN GALV. METAL LATH OVER >= in 15' FELT VAPOR BARRIER R-19 FI5ERGLA55 BATT - INSULATION (TYPICAL) WEEP SCREED, A$ Y REQUIRED PER IBC 2512.1.2 = BACKER ROD i SEALANT I`C I FIRST FLOOR FINISH SLAB_J4 ELEY.= D'-0' Y I I I I 1 � I ' I I I I I � I I --I---------- I ----- I I I I I I I I I I ( I I I I I 3 SERVICE DRIVE NORTH WALL SCALE:3/4" = 1'-0" SINGLE PLY ROOFING TO BE APPLIED THE FULL HEIGHT OF WALL AND WRAPPED UNDER CAP FLASHING —� SINGLE PLY ROOFING ON R-19 INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING SECURE METAL STUDS TO CJ'1.U. AND EXTEND G.W.B. 6' ABOVE CEILING (TYPa SUSPENDED ACOUSTICAL CEILING 5/S'G.W13. ON 20 GAUGE 2-1/2' METAL STUDS AT 16' O.G. (TYPICAL G.W.B. CONSTRUCTION AT MASONRY WALLS UNLESS NOTED) CORR. 200 SECURE METAL 5TUD5 TO CJ1.U. AND EXTEND G.W.B. 6' ABOVE CEILING (TYP.) SUSPENDED ACOUSTICAL CEIL ING 5/0* G.W.B. ON 20 GAUGE 2-1/2' METAL 5TUD5 AT 16' O.C. (TYPICAL G.W.B. CONSTRUCTION AT MASONRY WALLS UNLESS NOTED) CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER 4' THICK GRAVEL BASE ON PREPARED SUBGRADE. - SEE 5TRUCTUR4L DRAWINGS FOR ADDITIONAL INFORMATION FIRST FLO-aR ELEv.= 0'-0' 4 0 0 0 -0 0 0 I I PARTS DEPARTMENT EAST WALL SCALE:3/4" = 1,-0" IS GAUGE PRE -FORMED STEEL COPING - KYNAR FINISH T.Q_PA�'.4PET ELEV. 31'-6' AF,5. T.O. STEEL ELEV. 28'-7' AF,5. - THOBIZ. STUCCO JOINT EL 20'-O' AF.S. �- TWO -COAT STUCCO ON CJ'1.U. /- -INSULATED CELLS ABOVE ROOF /WEEP SCREED _VJI;U:ACE MOUNTED REGL ET SINGLE PLY ROOFING ON INSULATION BOARD SECURED TO STRUCTURAL METAL DECKING EV: 23'-61 2nd FLOOR FIN. SLAB 14'-O' AF.5. PARTS WAREHOUSE 156 8' CJ1W. -SEE STRUCTURAL DRAWINGS FOR WALL REINFORCING FIRST F ELEY.= 10 IS GAUGE PRE -FORMED STEEL COPING - KYNAR Frmfc;u SERVICE SH®PI WEST WALL SCALE:3/4" = 1'-0" F.S. 2' AF.5. F F.S. LAB 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com i =s-$ =U_�a n-_Q-e_Ss ,, FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 For Coordination 09-03-04 �i Revised 10-15-04 © Revised 04-21-05 -------------- ------------ 7 7 _---- ----------_ --- ------ _ - hh _ `0 .e" - �_ __. - projecf no -249004 drawn by: dbz checked by: sheet no.: WALL SECTIONS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 04-21-05 7- 7 -7- 7 -7L -,z7- (N .7*--'-----X I Iq .7=-='- �--L- r. 7 E 7 U I p.(Oj OU - ft-o drawn by: sec checked by: sheet no.: VVALL,bLU I IUN,'5 STOREFRONT 2x PRESSURE TREATED th i WOOD BLOCKING 10 GAUGE PRE -FORMED a NAILED TO CONCRETE I STEEL COPING - KYNAR I IS GAUGE GALVANIZED - - 1x4 SUB FRAME I FINISH STEEL COPING WITH ° �' SECURED TO METAL 112' EXTERIOR I KYNAR FINISH _ a FRAMING I PLYWOOD SHEATHING O MEMBRANE I IN510E PARAPET (TYP-) STUCCO WATERPROOFING TO _ I 2x PRESSURE TREATED MEMBRANE WATERPROOFING TO WRAP OVER WOOD BLOCKING AND WALL - - __ -_JJ i I SINGLE PLY ROOFING WOOD BLOCKING NAILED TO CONCRETE--' WRAP OVER WOOD BLOCKING AND WALL SEALANT ALL AROUND FINISH. LAP AND SEAL ENDS OF FLASHING, �__�_-- I ON INSULATION BOARD �' �r FINISH. LAP AND SEAL -` 5ECURED TO - ENDS OF FLASHING, STRUCTURAL METAL i ° o EXTEND R-19 ��- I DECKING GONGRETE MASONRY FIBERGLASSGATT WALL INSULATION TO LEVEL ___ ----. _=�_ :'; . ,• ,: ` , CAP BLOCK ORCED A5 RR O p ° 8 18 M a r i e t t a Street, NW >: ,: - >�y,;`� '� BUSKIN LOUVER - OF ROOF DECK - -'-------� I , • � , /, '`;\ , -'�. , •.; ' • ; � :. .,, QUIREDBY Atlanta, Georgia 30318 SEE MECHANICAL DRAWINGS INSULATION _-�- --�___� -___J_-, '•� '��`'' %a ` ,'' .•; v `� STRUCTURAL DRAWINGS 2 COAT STUCCO ON 404.881.8370 404.881,8173 (f) 1/2' EXT GYP SHEATHING Gl1.U. WWW,zennergrOUp.COm ON6'METALFRAMING I AT 16' O.C. (TYPICAL) _� --. I ADHERED FULLY R ,-_-- MEMBRANE ROOFING ON ---�" PROTECTION BOARD C.M.U. WALL THREE -GOAT STUCCO ��_=. SECURED TO CI`1.U. AT - I SEE WALL SECTIONS ON GALV. METAL LATH -----� I6' O/C EA. WAY AND STRUCTURAL OVER 15" FELT VAPOR-� DRAWINGS BARRIER - NOT USED ® COPING AT METAL STUD PARAPET PARAPET" COPING AT 1 MASONRY. 2% 5-SCALE: SCALE: - __ SCALE: 1 1/2" - 1' 0" SCALE: 1-1/2" = 1'-0 ,- SCALE: NONE NONE �_-� 19 LOUVER IN C.M.U. WALL STEEL - y_> SCALE: 1-1/2"=1'-0" STRUCTURAL 1� �_✓ TUBE HEADER -- J 3-GOAT STUCCO ON 3-COAT STUCCO ON • ���-, METAL LATH ON MBUL L LATH ON 4 BUILDING FELT I PING FELT GALV. WEEP SCREED I PROVIDE BLOCKING AS REQ'D GALV. WEEP 5GREED --'� Ti- —_ I I 5/S' G.W.B. ON 3-5/0' 5/S' G.W.B. ON 3-510' I METAL FRAMING METAL FRAMING I "��-�- 3/4' WOOD BLOCKING ---- FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Revised 10-15-04 Revised 04-21-05 HEACJ DETAIL NOT USED • 14CURTAIN WALL HEAD FAIL 3CALE: 1-1/2"0" 3CALE: 1-1/2" = 1'-0" SCALE:NONE 32-SCALE: NONE 3CALE: 3" = 1'-0" SCALE:NONE- - _ --'i THREE -COAT STUCCO -- - - THREE -COAT STUCCO - I ON GALV. METAL LATH ON GALV. METAL LATH =- i OVER 15" FELT VAPOR OVER 15" FELT VAPOR I 10 GA. METAL FRAMING - BARRIER BARRIER __._____- LLJ 6' CHANNELS W/ 4' IS GA. METAL FRAMING GAL WEEP SCREED -- I 1/?' EXT PLYWOOD STUDS =_ti SHEATHING ON 6' METAL _ I 6' CHANNELS W/ 4' - COUNTER FLASHING `_==, 10 GA. METAL FRAMING - STUDS _ - I FRAMING AT 16' O.C. _ - - MEMBRANE ROOFING - 6' CHANNELS W/ 4' I C--- FIBERGLASS BATT = STUDS _ GAL WEEP SCREED �.�__� INSULATION _ ---- i COUNTER FLASHING ,= ' 1 - 4'x20 GAUGE METAL_- -- I - _ - - FULL ADHERED SINGLE PLY ( fy� FULL ADHERED SINGLE FRAMING AT 24' O.G. TAPERED INSULATION - _` I ROOFING ON INSULATION i PLY ROOFING ON BOARD SECURED TO INSULATION BOARD- -•- I STRUCTURAL METAL SECURED TO LINE OF BEAM BEYOND DECKING (` STRUCTURAL METAL J DECKING ~' 1/2' EXT. GYP. I - - ' SHEA THING--_ y - I-�--_.__ SEALANT ON BACKER _ y_ THREE -COAT STUCCO _ - _ ROD INSIDE AND ON GALV. METAL LATH - - - I OVER 150 FELT VAPOR OUTSIDE ITYP.> = BARRIER FLASHING TYPICAL FLASHING DETAIL ENTRY CANOPY Ai' CURTAINWALL = _ _---.___-- CANOPY - _- -- - SCALE: 1-1/2" = T-0" = - 27-SCALE: 3" = T-0" 21-SCALE:NONE 15SCALE:1/2" = T-0" SCALE: 1-1/2" = T-0" 33-SCALE: NONE -- — r--f = ■ _ — �= - R-19 FIBERGLASS BATT - --- \ r'' y �r - ?-COAT STUCCO FIN ONLY)CMU - �- INSULATIO - ----_ _ ��;'�' COLOR ASYSTEM S NOTE ON - EXT. ELEVATIONS '•- --___._"----" -__ '..` r'�..,i f t" :'�•~ r 'C.-ter _- _ _ NOT USED - - crl.U. .. _ 28 SCALE: NONE 71 _ - � r• , ` -•--' � " STUCCO EXPANSION �'► /rQ _� . - -y -JOINT WITH 3/4' REVEAL - ° VINYLGORP. "'4015-100 9 OR SIMILAR - ( STUCCO EXFAN51CN _ JOINT WITH 3/4' REVEAL- VINYLCORP. 04015-100 4 �„� ' va G.W.B. ON METAL OR SIMILAR SEALANT AND BACKER _ THREE -GOAT STUCCO FRAMING = - - - --- - - -- -` ON GALV. METAL LATH ROD OVER 150 FELT VAPOR 0, PLYWOOD O N T R O L JOINT 12' GMU W/ INSULATED _ 5/ PL 3 / 4 VINYL STUCCO U C C O C _ CELLS BARRIER BLOCKING SCALE: NOT TO SCALE TWO STUCCO ON BACKER ROD AND C. M1.U. _ SEALANT - - - - --- --- ./ -.,'�• , • �,l - KALCNEER 1600 CURTAIN - ,�'-__ CONCRETE BLOCK WALL I IS GAUGE PRE F RM ---- 12'x8' CONCRETE CURB - �' I;r BEYOND WALL 6' SYSTEM _ STEEL COPING - KYNAR AT COMPRESSOR/OIL�\'> MEMBRANE I FINISH -- A TERPROOFIN6 TO STORAGE ROOM _ - _ - �.< LINE OF CURB BEYOND WWRAP OVER WOOD 2x PRESSURE TREATED WEEP SCREED A5 -_ •, i,/ = I _._ _ WOOD BLOCKING C.M.Ur / STUCCO JOINT V �. - BLOCKING AND WALL SCREWED TO METAL � - REQUIRED =_ K:, CURTAINWALL HEAD DETAIL _____ - Y-`.` CONCRETE, FINISH. LAP AND SEAL FRAMING SCALE: 3" = 1'-0' _ 3 4 F` 22-SCALE:SCALE: NONESTOP STUCCO FINISH 2' MIN. NONE 16SCALE: 3" = 1'-0" ENDS OF FLASHING, I I�'MEMBRANE ABOV1= PAVED AREAS I WATERPROOFING TO KYNAR FIN15H STEEL I/2' EXT GYP SHEATHING WRAP OVER WOOD FLASHING_ BLOCKING AND WALL I STOREFRONT SILL - ._ - _ -- 15T FLOOR SLAB - -I - - - - ON 10' 20 GA METAL = _ _ - _ -_- _ - - - - FRAMING AT 16' O.C. FINISH. LAP AND SEAL SECTION _ - -_= ENDS OF FLASHING, GALY STUCCO EDGE TRIM I 5/8' G.W.B. ON 3-5/e' _ I I/2' EXTERIOR METAL FRAMING AT 16' 1-0 MATERIAL I ALUMINUM COMPOSITE PLYWOOD SHEATHING 112' GYP. SHEATHING ON r— O.C. MATERIAL OVER 15' I IN51PE PARAPET (TYPJ 6' METAL FRAMING AT _ -- - = - FELT VAPOR BARRIER I 16' O.C. FULL ADHERED SINGLE ON GALV. METAL LATH THREE -COAT STUCCO- ' I PLY ROOFING ON OVER 150 FELT VAPOR J___•= INSULATION BOARD BARRIER-"—_- o I — a'V�J�o 0 0 —'-- SECURED TO -STRUCTURAL METAL - I/7777/ - _ i III I DECKING I _ 18 GA. METAL FRAMING --- IIII I III 6' CHANNELS W/ 4' - - i STUDS TYPICAL SILL FLASHING DETAIL -_-_--=-_- - _---_ ,t >; X Y . 5 SCALE: 1-1/2" = T-0" I- - �2 SCALE:1"=l'-O* 9CURD DETAIL 35-• ,•---__I - � - _-_ SCALE: NONE CONCRETE BLOCK WALL i _ --_ BEYOND NOT USED FRONT PARAPET SECTION 17SCALEMONE "CONCRETE RAMP AT SCALE: NONESCALE: 1-1/2" = 1-0 BLOCK WALL BEYOND OVERHEAD DOOR. I = _ __ SQUARE DECK DRAIN - 14ANOVER PAVER I/2' EXT GYP SHEATHING CONCRETE RAMP -F -- LINE OF CURB BEYOND OtV 10' 20 GA METAL I - SEE CIVIL DRAWINGS SUPPORT PEDESTAL AND --` SHIMS FRAMING AT SLOPE DEPRESSED SLAB TO KAUNEER WALL &CURTAIN WALL 6' SYSTEM SHIM AS REQ'D DRAIN - 1/8' PER FT. 112' P.T. PLYWOOD - __ -__. - -- - _ ! 4' THICK CONCRETE SLAB BLOCKING EXTRUDED BACKER �_ _ ___ _ - _____-— __- T.O. CURB, - - - - - - - - - - BACKER ROD AND ROD - - ?-3/S' THICK, 8' SQ. ON COMPACTED GRADE I I/2' EXT GYP SHEATHING 8' 20 GA. METAL JOIST ELEY,= 0' 6 I' 0' PRE -CAST PAVER5 SEALANT INSIDE AND ON 10' 20 GA METAL _-- OUTSIDE, TYP. 6' METAL FRAMI .. AT 48' O.C. TO _ ___ SEE GTRUCTU _ - --- -- DRAWINGS FRAMING AT 16' O.C. -_ SUPPORT CEILING - _ - BREAK METAL COVER ' - UNDER OVERHEAD -- - - - - -- - - THREE -COAT STUCCO ,Y DOOR TRACK -_ 15T FLOOR SLAB_/ `t MATCHING CURTAIN WALL NO SEALANT- ELEV.= 0'-0' . ° FINISH 5/8' G.UJ.B. I ON GALY. METAL LATH GAL V. WEEP SCREED OVER 15 FELT VAPOR _ BARRIER SHEET METAL SCREWED -- - ° ° BREAK METAL COVER ALUMINUM COMP061TE TO JOIST = - _ - _ - -- _ _ _..___.___._- 4 o a a 5/8' EXT. GYP. MATERIAL -SEE I STRUCTURAL STEEL I _ -- - - -- 4 SHEATHING MATCHING CURTAIN I TUBE ELEVATION FOR PANEL -__----.--:_---_-_- ------:=-=_---_- 4 , WALL FINISH 2x12 PRESSURE TREATED - project no-=__= __249Q04 4 %z I ,' WOOF-) BLOCKING -- drawn by: dbz _ _ I 6' METAL STUD5. 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SOFFIT DETAIL SECTION OVERHEAD DOOR HEAD DETAIL a> SCALE: 1-1/2" = T-0" �,SCALE. 3" = T-0" SECTION DETAILS ���� DETAIL2-m-4SCALE:1'=1'-0* SCALE: 1-1/2" 1' 0" r_ 30SCALE:1"=1'-0" 0 m 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com n=-e-e_s FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 1 Revised 10-15-04 Revised 04-21-05 249004 drawn by: sec checked by: sheet no.: STAIR & ELEVATOR PLANS & SECTIONS .1 fi vj I I WC-2 WC-2 lLC-2 r 1 , 1 1 I I r I r I I r , : , 1 ' 1 r I I L ! ) rrrrrrrr rrrTr'--r•r-r•riy-r-ri•T--rrr,--'--rr _I : ' _ ' _ r 1 r , - _' � __ - --_ �_ I_ r_I� . _ .. _..t_t. _, � - n- .T-t' - r T - rr' - _ I - r T l.t - _..r_..- - - - __ {__ {. 7- 1 - - 1 I r }._ BULLN05E T _ I � rr .- rt� _ r r T -rr rr%1{� r rrrrrrT' T� - - r - - - - -- - - � Ir r r r + i - � - TILE r irh rr 1 { T { r r t_,_�j rr?r r BULLN09E - - -�_ - � } -ri // - +- 1- -�i - - - - - - � - T - - t - - - r. I r t, rT- Fr I 1 r rT-rt- ' r-t rrrT_-r'1-i , r I I r } rl TILE (TB 3> FIELD TILE �- (- t � _ ' -- - r - r t {r rr } { - r (II �� _ rt_ r C T6 -3> - rrr r - - -r:F r - n i �' F t r �r �r tr �-f- I T r77r - t( - - T r -�, - r :r l : // : %` �/ t . r I r -j- \ - - r- _ i-t' 1 _ r- rT rr I r'rT�M'r'r i" - j, _ -I•' T - -rrr r 'T - _ _ _ 1.. . _ r 61 I r r FFT- I rrr T -*-r T CIUT-U r_ -- - #_ r- i- _ _� - _ } 1-� FIELD TILE -6 -- } riT r r ' T -r- rr rr I _ � �.; �// /�/ I , 0 81 8 Marietta Street, NW 1 _ _ _ t L _ _ _ -rr - r -�-t-t-r. 1 1 - - - - - - �r- r FL -2, TYP. - r r rt r~ I r i Q }- r \\ :- (Wr-U 0 r r r rr.. r rTr�m FIELD TILE I' - _ _ -rt rmrr r. r I r t_) F f i. _ _ _._ (( _... _, r .; s_ L I rTr' r - r r r' -rF�r 1_ r t' r� Atlanta Geor la 30318 I - r: .. -- IT- r �r- r� T 11 r r :I t '' ���_ i r -� - _rrr T r . r � LI. #:r ..'-�0 I:r_I= .,-. :�T:tZ� _,- i- _ - r r�--._i,T_�L=ri7 - r r �L ' k� ( � ]� - I ' rT - -r rt-� , rT- - t- -F. - - . rr � I I 1 1 rr j j 1 }-- I•- 1 r,- t Tr�t-rri , r INSULATE PIPES - . ! rr Try-r r-t ( rt 73 �� _ _ f 404 881 8370 404 881 81 rr ,- m r tr r a t r t 1: r_i - rr rr i, r m r ! _ _ - -SFr,! -r.T t ;_.�it _ _ - , } s r -.T PERADA {+ r t ti T T Tr`iF t� �-F� r + ?,'r-rrr-, t r -� I www.zenner rou c o m -t� �r i { -} r r t t r r r �t r rt i rjr H ►_ ;i-1rrr , r t r r T rl rrr , COVE BASE r -r - 9 P' > _ r-r - - - � - COVE BASE = r . � -t r - r r T rr r t r ' rr-i r r COVE BASE (TO-2) fi + � - } _ r -i_; r f v .� t i- . r _ i �r t .rrr rr rr r r rt rr , r =t ' - - rr r r r r' - _ _-_ _- +-, } {} { : . rY r r -t rFl } rhr I r r -i k - i- t� � h! r �� r' CTB-2) r�::F-� i- �r Tr r r i rrr r r rr rr + '�T rrrr f rm rrT r r } r r :_ . !TB-2) r P. - I tT� t i f I- _..._. - -'- -- - - - r r rr T Trr r rr rrr r�� r? r r r i I kriT{ t rr rrr r r-t 1- t-�rrrr n rr rri i t i 1 i-1rrrrrr 1 1 1 $ _C .� -� ,--------- - I r l 6 RESTROOM ELEVATION 138 RESTROOM ELEVATION 137, 13843CALE:RESTROOM ELEVATION 138 8CALE:1/4"=1'-0" 5SCALE: 1/4"=I'-O" 1/4"=1'-0" TOILET SEAT . PROTECTOR _2 DISPENSER BULLN05E UC-2 rrr 1 I WG-2 %L LN05E r rr r: -rr rrr dl�'1111 I I n- - - GRAB�}. /TiLE (TB-3> I , r- - r - rr-r-r - ' , -r ' r ri - - - - - - - - - - - - - - - - BAR - - - _ .. o - - - - o- �o /- - - - - W a.a� 1 _) - - = r 1 r r rrrrr rTr rn TILE (TB-3) }- rr CLrTr - _ r .r . } BULLN05E-� -� -r } Fr I-+ BULLNOSE r -T t rr rr r -; r-rrr rr' }-rrr r r ; t{- -r, j rt r -- / - t- - • r i _ - r r rrr FIELD TILE r T r+r�i r t-� - r 1- r ri� rr - rr - t 1 rr - :� - } - - TILE (TO-3) -� Q _ / DIAPER TILE CTB-3) / rr r ` r �r {- - } { - - : t } - r Tr t i- rrr ) - - - r �r �i > } r t { �9 �0 Q t i // !i {. - - _ ,t CHANGING FIELD TILE - rr // �T rr (UlT-1) +.r ? trl t F _ -.. + _ _ �D F - ' i /�� i� / t - Lr I r r r r + - - - - r - © © `Q tr / _ . ..;_. STATION CWT-U -� r t.. - t r / r � ,� I r ` n r I - -- - v ' `n , � / // r 0 24 rrr ri' t i r T 1; T• - - .. r k 0 61 - �- 4 m `r� ih Q ", q n - . , .. t // r _ I I , 'J' k_ FIELD TILE cv -1 -r I r / // -- r1-_ } PL-FLTYP. -rr - - - - I 'v - t t r }:.. V - - INSULATE PIPES r r rrT B �0 a 9.1 L + - { r k - - -� t r - W w - - - F i-r - it h T r , r r t. - _ rrr r r r r r: _ t } - ,�' - T - :. -- + r r r CWT-U FINIBN FLODR ;- r Fi r r T rT r r TYP, r r r r �- r r r- rri r t r # E T 1 r T I T"I r T- 7�[. - t rT rl� {T i-r _ { r_ _ .F � i -r FIELD TILE PER ADA r — j . _ ]. - .(WI t- ,T -rT- _ - rT 1 rr - _... _ _ _ _ _ _ r ,- ri- - CLOSET T - p� � - O AS r r' F - r r } r rrr r r r i r • -- : _ r - - i k r - - - TOILET PAPER DOUR COAT WALL -MOUNTED SOAP TOILET TOWEL TOWEL HAND PAY i t } ; i rr G VE B E _- I _r ^ T COVE BASE m r�FFrT _- _ _ _I. URINAL RODS AND r f- ri r- r _ '� r- - rr: r- -- COVE BASE DISPENSER HANDLE HOOK SINK AND MIRROR DISP. PAPER DISP. DISP. DRYER TELEPHONE Fr r I r CTB-2) �I�� Lf[CTB-2) - t 41+� f- F -}} '� _ � ITS } '. SHELVES y - -r r i i F r .t_ r r- £ C r- - COVE BASE 1= .1 } I- T rrr , } r � r SFr Mr -H4 -1- rn T �ri-- } H-k i r n. } ttrH (�� t !TB-2) tillI -rT -,T --f�-- r -r t -- r r?-�- CTB-2) - G ` -!:'� _ ;-?`t- -}-t. _r-r ._.- _ r�r-.TI ' r '_*-,-r-rrr• 1.rTrm-Frr�-i-r t-rr-rr r-rl - } -•-r-r t-rr. - -r hrrl-t-r -f-I- rr}- 97 RESTROOM ELEVATION 137 8RESTROOM ELEVATION 137 RESTROOM ELEVATION 137, 138, 133 TYP. MOUNTING HEIGHTS SCALE:1/4"-1'-0" SCALE:1/4"=1'-0" _ - 8CALE:1/4"=1'-0" SCALE: 1/4" 1' 0" s_Vlbrery\np . fir- - I- - _ }� ..-Ir I k . I N , - r- E _; �Ti T - Progress Set 12-03-03 { r* r rrr rF - FIELD TILE -rr I- - - r --_ - T--}-iI-li-rFi-F - - - iT r -t ' - ---'-F-rF}-r -trl-i-i- r r-+'-t-. - , i-r -F t-i -r� +. UC-2 1 SOAP DISPENSER COUNTER -MOUNTED 8-822 r r - -�F : t- !_ r {T - r r� r rrr rr 1 BULLN05E Progress Set 02-02-04 Fr . t- ` i i - _ Ft r r - f r nT� rrr-r ' I -EPEE { Ff * , n (WT-I) BULLN05E 2 50AP DISPENSER WALL -MOUNTED 0-211) _ - - rrm-r�fi r r_ _;_ t_fi _-_.:: -f - _ _ _ _ - ' - T t - r FT+ F�TFrIi�Frr �; TILE (TO-3) FOR CONSTRUCTION 03-22-04 �_ }-I-�_ Lr t : _ } j - .1 F } j { r = - r - _ _ r TILE CTB-3> r - - - - 3 WALL MIRROR B-290-9636 FIELD TILE - r- I .11, ..- - rFF .L. r- _ 7: _ _� fir r 1 _ - _ t r - ; I r _ FOR CONSTRUCTION 07-12-04 { }i r r tT} _ 4 WALL MIRROR 8-290-1836 {}; I - -� r { + -1 �� n Tf _ r } Tt - - I�t i ' F i t i ir' r� rr t_ FrFr r F rTF rrr 1- rr r / T r 5 A To IS N5 /WA5rRECEPTACLE,c S5 1 1 Revised 10-15-04 n- r i r m_ r T r rr r Q (WT-1) r t } ' r - rr t + t ' rT _� I -I 1 - _ _ r rr r r r r ht ' FF r' i �rr� / MIRRORFrrr�r Fr, r t-r .I r' �/ PAPER WELD PE ER ERE E ED 8-394 -I =-- _ 7 r - t_ �r--t-rr �-- T{ -r-r � - r- -�-i-�j-;r-}�-i- _ _ - Frr _r_ , _ L ,-- '7 - -rt-n-rt r -rt``t-t-r _ _ FIELD TILE 'T !r' - - �(" -- - - FIELD TILE, __._r' "-r`t-r I"I �i_, f r i-rTrTf 1--^t-.. _ - r-r r I- - -r��F - -. -_-1-r1T=�j-r-r -r7-�� r T'-rT r Trr, r'-rrr T"rrT /,� } i� r r t TI -_ i i,./ �t� T r -ri r I' r Tt Tr Tr IT rnTiTT i, r T r _ _� _r -r ITI i i T t i ri t r t rrrrt-r} rt rr• r , rr -r r t t CWT -U 6 PAPER TOWEL DISPENSER REGE55ED 8-359 r r r r rT fl rf r1- r Tr r r-r' -r r 0 r } ! r} r CWT-I) -. r�_ / } -F - _ r r r r , �' rnTrFrTrTrr '- - - rr7-t- - m Q' r 1 - r F- t -+}1 FFt ri it t r m r - r, i I r t r r r -r rF� r rr r 1 7 TOILET TI55UE 015P 2-ROLL SURFACE MT 0-2740 - ._ _ R _ _ }_ . _ -r F • . -F r T i r rr - = r 0 rrn-rT�n r, , r � U. - r r _f- WRAP PIPE5 i �T _ - r r f } iT rt r - -.; - - r r-,- r- F _r r - �i { _ _ r rr Fr FF 'fir j I INSULATE PIPES jj - F: _ :r I r rl- r. - _ l � . -r:,_ .. _ _ _ _�� _ � _ _I - rrr . _. r7 F t _� ?T!TtT�I tri � -ter' r i- 8 TOILET TI55UE DISP SANITARY NAPKIN D15P05AL REGE55ED MOUNTED. B-3094 PER ADA 1_. _ : r _ - + r r r' Trr: PER ADA F T 1 rrr 44 TFr�F� F %Err rtT I- t, ... r _ i_ _ ,� _ 7 ITT, �-r-{- .. - - ' ' r- i - r _) I-F� _ i-r� : tt , } r rr r -rrr _ _ -r 9 CLOTHES NOOK /BUMPER B-212 --r• , --I..... r r- : r r r r - t .L� ... {� r-r -r�� _ -- - r _ f�- -t rF '�t t Fi 1 I F r { I i r r rLr Fr, r PL-2, TYP. + f i -- r r }_ �r , t I r t iiT Trn r _ r r r FrT FFFFF f r _ rrrr rrr I , r- - . -r 10 , COVE BASE - �C : _r r i :_t -F r C: fi } .-: _�� .. _..... }..-._ - t-r r - _ _-I : . �Tr trT rr rF rr_ t` : ri rr- I r -rrsr �h1t t f t �-r�rr - F _ r { } F- COVE BASE GRAB BAR 15 CONCEALED MNT 36 L 8-681I�6X42 TI F tI ... _ _._ f F� r r r _ r F _ �}Tt } +{ COVE BASE - �� i r i r-( COVE BASE t f (T13-4) r� �{ f- _}_ t - t _ _ _ -�+ rt r r' _t-i �{-FF CO rr, r r ram' ._` } _ 11 GRAB BAR 1.5'� CONCEALED MNT 42'L B-&006X36 ?:: 1 -'! I i-} r 1 }- -r .- ?: -.:r1 - - ! t- }.� rr t r� --}.� l r i CTB-4) �r' i i ��' ' r� (TO-2) a� }`r (TO-2) I .Ir k _ _ kF+ rl -i- r I F 1 r I -rrr -r} r `t r r t r t rt rk t r } r r I t ' r i 1 -r rF t i rt rrr rti rr - ItT� rr t' FFr * r } r 'r{ ! • 12 SANITARY NAPKIN DISPOSAL SURFACE MT 8-254 +r n 13 SANITARY NAPKIN VENDOR RECESSED B-3500� - -- -- -- --- -- -- ---- 14 WALL MIRROR B-290-2436 1 3pR/IESTROOM ELEVATION 159, 160 RESTROOM ELEVATION 1599171 RR ELEVATION 133 0RESTROOM ELEVATION 133 15 FOLDING SNOWERSEAT, B-518 LEFT NAND SEAT _____ _ -_ _ __- SCq- I q - - - _ -=.- - _--_ _ _ -- -- .. . _ ALE:1/4 -1 -01 2 E /4"-1'-0" 16 - 5CALE:1/4"-1' 0" 1 SCAL .1 SCALE: REGE55ED SOAP D15N B 6617 ___._ _ 17 TWO -WALL GRAB BAR B5861 — _ --_-_--_--_--_ - -- --:= -- _- --•• -•---- ;-:--= _-_---- • -=::..__....._. _ _._....---=-_----=---- -.---------._._.. __-:,-_...-------•------- --= -- 18 SHOWER GURTIN ROD B61PJ7X36 - ----- - --- _ _ __ _- -- -- - 18 SURFACE MOUNTED DIAPER CHANGING STATION B-2230 = =__ -- _- _ -- = _ _ I 1 II 11 I. IIlrl I • , 1 Ir 20 - rI t r T IT rrr T-rTT rrr I rT I t Trr rr 1 Tl r ! Tr - — r rrI T rrrt r r r r, ' rr _ FFr Tr �r - U C -2 r' 'rrr rtTi rrr FR-Fr�T�---r rr r k t } , ' ' rrrt - r r - - F rF I r t Trrr t L _ rrr rrr r i-rtrrrrrrr LFi t � - I ' TI. - -, t I t r 21 - - -- -- _� �nr r t r BUL LNOSE t t ' 'rr rir t ` ' rrrrr• I F rt -rr LANK SINK F n r I I t - - - r rr rI t-i I t- - i- - 22 rr rr' rr rr�T�r Fr rrrt-r I rt I f T _ T _ _ _ _ I I r rrr r-7 �'T t-r•,.-•--r- r _ -t- --r - - r- - I - - -- r - - - rrj _ - - - TiLE CTB-3) - - } �FTrrt-- r�l ' - r rI rIr- r r -- 1 _ I ' _ , . I _ rr r-�-{' I I rr I r _ I _ _ - - - r - - rY = - — — r {- r r , r r ?Tl- ?- - r�-- I iTr - " - _ - - "+ -- ?� , - tl ri-� r n-I- r 'tT"ir-i rrm- r. -rt } I : I r r PLASTIC _ r' - _ _ - - _ - `'=r _ - (- " _ '� - - - - oteJ . j I _�- ,_ -.z t7 . _I. L? , ... r_ T' . }_ .. ! ) 1 r E r _ MIRROR rrrrr r rrr t rrrmTrrr 1- r - r r - r - - t r � f t F r r, { r .'t- - - + I � ! - - -t r-}-rr- F 7-r r + rrrrr r-rrr-rrrrr-- I LAM. rl t i r - - - -_ t � } - -{ r F rr. r t �� � - r �, - r -'�' rrr-nT rrrr rrn-rrrFFr _ rrr? I I : , .:r-r- ' -'-- �- '- - -' - - - - - -tr.: T r � rr _ I : r _ Fr _ - -- - - - i / r r -} k .r �' .. _.1-' _ . - - - •' -r r / rrrrr-rrrT'rTT-rr" T'.TrtTr- 1 }. ( I r t". r.. .. !_t Tr rrrrr - - - --- _C - - / _ _ _r PARTITION }-r T r _ _'_ i r- T I - - - - -- -- - - - '>/ r! F �. Fr � ; � r - - �• - --{- -�. ,, FIELD TILE , r /• rr'-F'r rrrrTrrr�r i- ; . j-rrn � rr7 r - ------- ----------------- - I � t1lTrrrrrF rrr I _.... . ALL ACCESSORIES MANUFACTURED BY BOBRICK EXCEPT - � / r F � �FiT / , r T r rr � I : � : r � T' j _ - _ r-r1 r r_ r�- _ _ _ -- _ _ {. _ FIELD TILE ._-.__... _.._ .. T . _ // ,,; / _ __ :,r - _..r., FIELD TILE r 61 ✓ , . F C �r (WT-1) // 7-, t rr rrT t I I * r rr r� 0 T i t- _ .. _ ._ . . _ _,_ _ r t rrr 1 r _rrr r fir* r T r _ T k M FAGTr BY AdJ WASH OOM ACGE550 CRIES -- r �- /� r t t �, r -t /' r T rT- FicLD TILE �?-C r -T t Ft _ ANU IRED R R = - _-_ _ -- _ _ _ - _ _ - {jj� / :/ i r r.; r rk- r �r r CWT-U r=-rr- - LI +t} �j-{� Trl iTrr�r-r r ` CWT IJ - -- 61 - 1 I .. �. k - Qr 1 j I t}- - __ - — — ---- mTrr t : - I r1,�T rrr r� ,_�. ; 1, f i r-I INSULATE PIPES (WT-U rTrrrn Tr rr I r' _ I r:: F �i r r rr} FE - - q F' ---r $- r 1$ ' INSULATE 1 ES i - [ - - - - .. - 1 - r - -t- ` l t� P P - - r r. 1 T t r t-t �t - k i - 4 r-�r-rr - -- - -- !F t t t { �t r * rt r, r � sl r ._ _* - i r F - r1_ r -Fl T n - rt . r r - PROVIDE SOLID FIREPROOF WOOD BLOCKING IN WALL FOR ALL SURFACE -MOUNTED - - -- -- C t. .�, �. - _l .r� _ .r_L r_ _ PER AD t - r r r I r'_ r _ _ r, I rrr rrr r � T - H t - - -r r r�r1 r tr tr i• -t}..`. r' j - - t __ k l- .�:f- .....rr t-:i PER ADA r [ :t T� T - r t - r:�F i T�rrr', - ! Tr - - SHOWER SEA; ACCESSORIES f .. _, -r r ,_L- - _L - r r t L rr T f ' + �- _ - - _. r} 1.. t_J _ r.�l__ , 1 r - ; t i - r T I-+`- - r Z rr: r � kC =1 r PROVIDE BLc = -_ - rrrf-. t r _ :_ .... _. .....' _r Lj .� T_ -r -r , - - - - ! ' "'_i "i 'a- '..I- _ i-rf r1 1-1' • -t rrt' - -- - - -- :.t Tr I I r, k I i t t : t t}, ! -[- - _- 1-Ia; 1 . COVE BASE --r -t - - - - - }. r , _rr�T; rr r Tt T i - t I. r 1 Tr': r, Ir t r ' )T _ r. _I - AS NEEDED r-I` I l- r I �Tr r. r r .. rTrT t , _ r _ f' �: _t-..,j �-._ _ :. I:. - [ r I-. t. I.. . . _. COVE BASE F t + COS BASE rt t T b r I r-ri. . -+- r{_«_ ... - .. .- r ._-- - ,' - - - - �r i- ,_;. .r r.r •�r-r - _T."-'T---;TT r _r" 1 (r_i t i -r r r `" I'f i - - -� �"f - _i - - - - t i r r F - CTB 4) : 1.1 r - - - t - I -- - F h - T- rrrT t : rt F f -•_ r . _ _ r. _ - }. �: _ coVE BASE : _ -_ r F r, i k k �- �.., r F-, CTB-2J !.. - - rrT} r rr. _ (TB- r Tr ih i t i_.F 1. r+ ( I t t r :T I fi T rr rr I IT } t rF ~ r -{ r--{- r r1'r }T 1_`�._ - -, . --r-r--rri -�Tr I _ - t-1 -. T_r . ,._ ..!-T 1 �- _ l�-( j" _ t LF_ r . _C _ ;..I-r.�. - r' _ -- - - L.'j.. I-. . -7- --t-•-_- +r. .,-._ - .r r , ... J ,.., .;.. -T - _�- r' -i L--.�- - r -?- jjr-r - r-'-r -r.-I I t -+ -r-� r r--F I I I i -t- r I r i r : I -I r : rr T: rt L,- -I : I- { 1-�.. }.1" -P t r r I r 1 1 t I t. { I-. 1-t1 rr-, ,T r� r. r i I , �t '-r l 1 �'tl k. r I - - -_ ___ ___ _ : :: r, f , F r rt Tr r. Fr m r T - , r .T 4) k rr, t �; 1I - -- - - 1 (TO RESTROOM ELEVATION 214 RR ELEVATION 160 RR ELEVATION 160 RESTROOM ELEVATION 159 - - - g='_ "15SCALE:14- 1 7 SCALE: 1/4 1 0 "= I_ q SCALE:1/4"=T-0" 1 SCALE: 1 0 1/ "=1'- " =-- - - -- _- - ._-._ �_-.-_-=_ 4071 __ -_ v __ �- MIRROR N -= WC-2 UY-2 UC-2 UC-2 = �r - _ BtILLNOSE\11BULLNOSE O �__ _ BULLN05E , I , , , . r : I ' ' TILE (TB-3) TiLE (TO-3) — 1 I r _ _ -' BULLN05E - - - 'I-r"r- -r.t..-t'- -r - - I'-�r -r -}- _ _ -�I- - - -- t-r r - - - I- I I 'T(' r" t r-rr-' ' I ' t-rT-r. '-rti T r1 F^-i , --r �-t-,-! }--r' .r • - -}-j- -t-rri"r-r r� -I_ �-. r _ % ...}..-r' - -r- - -t- - -_ - - - TILE (TB-3) _.i.. .. t I t .- r._.. _ . _r_..._..._.1 t - . .. Fr F� �-- TILE TB-3) - - t � . r+ r r-i -rr' - r - T r - _ _ _ r I . _ . _ �� rr T FF - r rT r rT7Tf r-�{TT _ I , r rT 17"r t rr rr rr1 FFI F +-rri r-«- T . r �.. t T rt - r r� - } rF .'r'-}"T r r r } -- - -- -- ... - trrr t - - t t T- r - rr - rr r. - �r 'r - rt r r r r =r r rr I I , ri - - - t r t F / t _ i t r-F t r r T� . rt� T� r t _� _ -- -1 r .... r ., r r r r t- rr L__ -FFF� . r TF} T rr _ L- . _ � _[ F' _ WT -1 - - - - - - - - - - - EQ. 2 -8 EQ. 9 I p __ .__ � ._ FIELD TiLE r _ _ �.. _ _ _ � _ - --- r -, r- �f- /� FIELD 1 r-r .�- r-r-r1 ,+ r �r�t r� F FF� � _ . : ,- _-t1-t-F I �FF-r�-f,- t-�r �- F� - I : FrH- i I _ .. , . , _ - ,� ELD TILE I-rr i r-r=-r-rr--t-r-; -r - - _ = r T , r r - } -r T r tTr rtrr r- r r r r Tr . CWT-U --r� r r -+. /.• - I' - - }- } I _ FIELD TILE _ �� r 1'; r rFr} t t r F RIFF ��FI Ft . I I } I 61 - - - _ -- _- if Q r - f r // ttttT r' t r - - ± _ r+ r.r.. _ r �- 1 /// •// I -F r Err - 1 ;/ + CWT U } , : rrr r -: r - ' I r- r • _ 1' 4' E E 1'-4' EQ. 3' �D' 3'-(d' EQ. _ - _- - _ i�tr� -t- I -r} I t + 0 - r k FFr t Ft.�}.t-FF ��(( / CWT-U r r, F r* r - t� rt r T i - - _ = _ - t - -' r .' -. t rr - - t 1 - � , T 6' INSULATE r-rTF'Tr�rF _ Fl FFA F _ 1 { FT t T r} t- -t r r �r I -t-rr _ f-} r i�- INSULATE � r L E -- - � - - -_ �: � t F r c k - 61 r FFF�' FT 1 r I T- r} 0 _ -i t r _ rri t Fr1 F' rT {- r FFrrF I i i F 0 _=_ - -- s F � �� - / I �` - - r r r t �. r r r :T t rT r +-r r rt - - r --- _ - - ,i r -} - - I' , rri-V r - �rn-t-r Ftr - - — : PIPES r = rCrT, , IT r - - PIPES } r -{} FTrrr�rFr rri�r r r I - _- ---- ---_ t 1 t�-- - - -- }• r r r- T r r -- T r t ) _ r - ' PER ADA n Tr T PER ADA - rI } _ - = O.- _ t I .. t _ _ _I F Tr FF i� F INSULATE PIPES - rrr. .� rFt r rrt - F I T' _ r I - _- - _ - r-t i r - r j rTr r = r r r' 7 ' rT it} - _ rr t I ' r r - I -� / i- - ' - 1- r F r T-rr t- 'I't- rr -1' -I• �t-t 7 ADA ; -r- r-r.-rr, ---rr - - - - = - _ _- - - ='- - - PER D rt - L k - - C - _ ---- ------ ----- COVE BASE rri r + 0 - r r }'FiFr_ r� rFFI r 'T COVE BASE -r i F� �i=( rr t% . r T COVE BASE } r I { �r F t r7r l'�'? rrt t �F i�-F� 1�r1` F r 3 r - _ �./ : _ -_ - I+ _T. _ FFCTB-2 i I } � 4 r T. T r t t r - t COVE BASE (TB-2) �Trr r - - - _ = _ - _ -_J rrtTrr. r CTB-2) ' _ _ - rr - r - t RTC { t r TT r `r i k `` 0 - �' r - - f t t- +' i H ) Tr r t - i -t r I �J ,- L}FFI rrf { r t F Tt i riT lTB 2) T rT+ rrtTrrriT, �tt }t r t i i t-' i i t i t r F �r �- - r -I I r I - -------- - - - - I I :I rrrrrrt rrrr ` I ,Q` ! = 3 ' 1 _ O- -_ E RESTROOM ELEVATION 214, 215 =- '0 i' ,,' - � -�-- 2RESTROOM ELEVATION 215 02 RESTROOM ELEVATION 215 19 18 RESTROOM ELEVATION 214, 215 6 �- 1 SCALE:1/4"=1'-O" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0 9 ., \ MEN ( n—'.. SCALE. " - ---- _ ._ -- - ---- 138 - �, _- -- - r ---- - - 7 - / 1 ( w- { _ 1— - _.._.+_ _ t k - 11 a —(�) - - - - -7r- }- F t J 7 C - - ' t' -i Y - r - -r i r - .il I I 9 - :. _ - _ _ - t y - - - I =._c-_ �_ _ _ I ___` __ - r r'' i 7 r FIELD TILE ===-- - - r r --r F - �fi - El _-_ - __ } - r t - ! (WT-I) ____ -- - - F. . i�-F-,� r r -, 6r I , I 4'-6' 2'-Im' 3'-rD' i� - �'/ _=__ = - - �- i T n Fi F� tr�-r �T - _ : - _ r r F— -F -F -F -I 1 ' �T,L _ . 1 GANG SINK I - T r' ir'r rrt rrr r I �= + r F - + - t i .: _r... 16 - -- ' 1 =� 1. SLOPE D -.: �:_ ► +� : I: _ . r coVE BASE e o 18 lia' . I'- a 'T LOCKER �- - a ii I 4 9 --- _— T. I t- * -) -� r � I-r 171 I I 7 / __ --:_ - = __ - _ - --_ �� I --- - -- - _ - - _ 10 I - 2- - / 7 _-_ _ - � - -1 1'2 - _ -- -1 �' RR ELEVATION 159 e 16 SLOPED A9.1 2>j ___J �- _ ,2 _ =- = - - __== rC I- 3 o SI.S. I/8' : I'-rD _ - - - - -1rn7} - - - - - — •' - _ _- - fi^ ' _ 5 SCALE:1/4"=1'-0" �� 3 -ld 18 9 7'- 3'- 3'-D' -- L_ 0 _--==-__= =� =====- --/-_ tC' 8 ,,11 1 � _- - L.L. ---1 - -- - --- - -- ----t —-----OE i m --- / o t 6r - " 5 %I \ ' S -6' I _. I . I I 3' . - 137 - INSTALL SINK A5 FAR y MEN I , __ •, FORWARD A5 POSSIBLE �� i 215 —, I JAN. A9.1 4,_I. �>�- © ,13 v -- r.- WHILE COMPLYING WITH __ _ PLASTIC LAMINATE 2'_i. ADA REQUIRED � 5 / /� 11 213 = = - = -- _ __ BACK 4 SIDE 5PLA514 CLEARANCE -} I 2 2 n ]9 - -- --- IWNERE APPLICABLE) 2'- a' 0 - - " <9 A 9.1 88> 7 ( i E YE TECH. 9 Qv- �'] 0 0 n ... _-- _ __ =_ __- PLASTIC LAMINATE 1 1 L I WARN 5 MEN `� = =_ _ __ _ __ COUNTER WITH BULLNOSE - v - - - IF1 e I I 159 -. 5'-2' EQ. ?' 6' ?'-6' EQ. EQ. EQ. --- --1 ��f EDGE - - - i 5'-10J' �!L 7:' Q _ - _ --- _ ___-=- INSTALL WOOD - I I =- - - ---- _--�- - =--:� BLOCKING BETWEEN PLASTIC LAMINATE tio - - - I _ 8'-4' __ - - <4A9.1 2> 9 n -- STUDS X APRON 4 - r . I_ _I -F -1 l 0 8-4' _-_ __ -_ 9 1 _- r` r I - I_ _L J 4 7 ,' " 4'-6' --- = -_ _: ----- 3 - - - - -- - - I - 11 TECH. , j ar =- =- = _= � _---_=_ ADA COMPLIANT t t ADA REQUIREDQ _ __ __ __- _-_-_______ =-� t t CLEARANCE , O M E N I �o 11 -- —_--_ - —___ - - ;------_ -- r DRAIN A55EMBL Y t X / 10 I 160 / I ` ` -I 10 .' -__ __ - .- _____ -- 4 _ - , JAN. I 8' MiN. 1 1 ^i I- _ _._ 11 I z ---- - 8 1; 8 1:f 15 I 1 r I 7 in / 134A I G.M. -_ 5 - 9.1 6> �o `� I 14 I R.R.\ 10 - -- - 4 4 1-I/2' PLYWOOD BRACESF i i i`, I -. / _ -� �__ -==.----.-----.--.--.-- WI� _� TH PLASTID LAMINATE I I "� - -- 1 - - _ - -- -- - 13 I - - - - _ �- - - - ---- - - --- - --- — - -- 1. 133 -- - - ___�_____ -� .-_== -_ - --_ T - I 81 / 9 ;� - n-------=-=7 ---------------------- !MAXIMUM SPACING) r----J 9 I - - / -'., 6------- ..____-__._-..-----.___-_-.- 1 REMOVABLE PLASTIC f `' \ ; �� I LAMINATE PROTECTIVE / ^ I 11 - I 9 < _-�___-__ __ __:: _ __ -- __::__ o v �, 11 A9.1 7 - - -- -- ..._. 9 I - -- _ _ -• -- � i PANEL EXTENDING r WOMEN I / I I \ 7 project:no .---:= - ..:._.:.:. 249004 I I ACRC35 LENGTH OF . � t <9 A9.1 8> i `--� �- -fin _VANITY. LOCATE OUTSIDE 214 t I I III --Jm drawn b sec OF ADA REQUIRED 19'-6' / l -m' I'-4' 1'-8' 3'-Im' 5'-m' Y CLEARANCE - ,- I III checked by: t4A-Xj'_5' ' --• � L- — JU - sheet no.: • IQ MIN. vi , - r- m n ENLARGED FLOOR PLAN at Second Floor Restrooms 2ENLARGED FLOOR PLAN at Tech Restrooms 1 ENLARGED FLOOR PLAN at Showroom Restrooms LAVATORY COUNTER SECTION "-'_ " 24SCALE:1"=38CALE:,/4"=1'-0' SCALE: SCALE:1/4 -1 0 ENLARGED FLOOR PLANS T-0" r- T Z) f9 818 Marietta Street, NW /\t|mnto, Georgia 30318 404.881.8370.404.881.8173Ml vvvvvv.oennerQ[oup.omnn m FOR CONSTRUCTION 03-22-04 INTERIOR STOREFRONT ELEVATIONS 1'-5' 2 EQ. ! O 23' 411 ' 0'-8/4' 2 EQ. I'- I%4' 2 EQ. ; 0 T -' 34 4%' S'-0`/4' 4%?' 7'- l �/4' 2 EQ. /V 52 1 5 i 5ERVICE WRITE-UP OFFICE NUMBER ALIGN GYP. BD. REVEALS - SEE I/A43 EQ. 3'-4' EQ. !--P-5 - /(D o o, ` P 1458 = i O P-4 R15-2 4-1/2'x4-1/2' 5TORE- 32 FRONT P05T 32 1 Al 7 i 3'-4' �_ �. If'-9' 3 EQ. i. 4-112'x4-1/2' STORE- FRONT P05T, T rF. (J P- I Rg_I 5TORE- FRONT P05T 6 i i SERVICE WRITE-UP 14'-11',,ly OFFICE NUMBER 4'-3 1/4' 3'-4' 1 -0' 5'40 3/4' o o 0 !/• O o \ - BREAK METAL R5B-2 _ 2 4-I/2'x44/2' STORE- WRAP AT COLUMN - FRONT POST 0 33 5EE DETAIL 2/A2.9 19'-1 1/4' '-0 1/43'- ALIGN UIT14 SOFFIT ABOVE 4Y2 i 8'-2 3/4' 2 EQ. i / ' ` T ``` '.1" ANGLED CORNER 4-1/2'x4-I/2' STORE- 55 FRAMEJ 53 FRONT POST, T 1 P. Al Al Q 25 r r P- I 4-1/1'x4-1/2' STORE- RB-I FRONT POST m If I 19'-1 1/4' ALIGN UITN SOFFIT ABOVE V-2 3/4' 2 EQ. ULIL] 1,\V, 4 -1/2'x 4 -1/2' 5TORE - 53 FRONT P05T, T 1'P. 19'-1 1/4' '-0 1/8'- ALIGN UWTH 50FFIT ABOVE 8'-4 5/63' 2 EQ. 4 \\ �t \ �HH H 0 38 v P-I 3/4' REGLET P-1 RO-1 REVEAL RB-1 57 Al nl YP. BD. REVEAL 30'-10' 7 EQ. P-I 0 0 0 0 o a o &'-4%4' 7'-11/4 Q 3/4' REGLET P-I REVEAL RB-1 m 9'-0' 2 EQ. 4/ i' m r 20 P- I I P- I 48 46 Q 43 42 41 i 4-1/2'x4-1/2' ALUM. CORNER POST, TYP, 40 20'-2' 9'-5' 2 EQ. 4�'� i, 9'-C' 2 EQ. STOREFRONT ELEVATIONS SCALEAW = 1'-0" glazing notes: 1. ALL STOREFRONT FRAMES TO HAVE A CLEAR ANODIZED FINISH. 2. ALL EXTERIOR GLA55 TO BE I' INSULATED LOW-E GLA55. 3. ALL INTERIOR GLA55 TO BE 1/4' NON -INSULATED CLEAR. SEE ELEVATIONS FOR TEMPERED GLA55 LOCATIONS. drawing symbols: CROSS-REFERENCE WITH 5AME DOOR 100 NUMBER ON FLOOR PLAN5 CR055-REFERENCE WITH 5AME STOREFRONT NUMBER ON FLOOR PLAN5 NEW FRAME AND 0LA55 NEW FRAME AND GLA55 OINDfCATE5 TEMPERED SAFET r GLA55 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 07-12-04 Al Revised 09-10-04 2 Revised 10-15-04 Revised 04-21-05 77 - U . _ _ - 1 _.. _ _ V 1 _ -- - m �- : -- _ - _ - _ N_IIYiC� . . -_ -- - co- -- ------------ 24�004 drawn by: sec checked by: sheet no.: INTERIOR STOREFRONT ELEVATIONS 5 2.9 4'- 7' I I I I I 2 24'-2' 8' EQ. 9'-0' 2 EQ. 2 EQ. Ilk t CCl I I I 0 � �n \I I � 105A a� T o 0 oL -------- i T o 0 112 I 0 Q I •� I a � I I I 0% EO3 56'-2%' II EQ. 24'-O' 22'-8114' S EQ. .0 v n� � .t• '/I Y r. .J / a t' •� /� ti a v � +�' };/�Y Xf f:� r : �:.+ �\;; :.%: ,<< . •i xl •. � � ^'�,% -,,' ! C . /��fjf%j ,�.^!�(C/�� y. Yx �/jJ'� /.c ;i :rit''�t c'r`i �" �t 1, �•; /<lilC� �>, t i:<.:�t.• ,; >;. C� II U II 0 II J 13'-7' 3 EQ. D.2 2r-a' 9'-0' 2 EQ. 8'-4' I I E08 20'-5' 4 EQ. I I FI H A13 glazing notes: I. ALL 5TOREFRONT FRAMES TO NAVE A CLEAR ANODIZED FINISH. 2. ALL EXTERIOR GLASS TO BE P INSULATED LOUT-E GLA55. 3. ALL INTERIOR GLASS TO BE 1/4' NON -INSULATED CLEAR. 5EE ELEVATIONS FOR TEMPERED GLASS LOCATIONS. drawing symbols: 100 CRO55-REFERENCE WITH SAME DOOR NUMBER ON FLOOR PLANS CROSS-REFERENCE U1TN 5AME STOREFRONT NUMBER ON FLOOR PLANS %! NEW FRAME AND GLA85 '��` NEVI FRAME AND GLASS s 3'nr3�`r4 Fc+'2 (,1 INDICATES TEMPERED 9AFETr GLA55 4'- 9' w N 22'-6' 4 EQ, 16'42' 3 EQ. mwe�i+awaau:;a.,zxcxe:sa I 22'-7' 194'-1' 2 EQ. 73/4 I 73/4' 8'-3%4' 2 EQ. I I I I I I I E.2 9'-0' 2 EQ. E02 5TOREFRONT DOOR - 3 3.9 I I MULLION I I 30'-lD' 1'-0' 2 EO- 1',O' 6'-9' 2 EQ- I 6' 9' 2 EQ. -4' 2 EQ. I'- 8'42' 2 EQ. EO MULLION I2'- d/2' 3 EQ. �I� � w� w lu 22'-11' w I_ 9'-5' 2 EQ. E01 2.2 I� aZ 2 W 24'-6' W 4'-2✓/2' 4' 1122'-I0t/' 5 EQ. 63' I I I I 111011 (D II J II c> II (D 21'-0' 5 EQ. 0 O E05 0 -0 1'-0 2 EQ. 0 r r EO9 E10 6.6 T .6OL. 4 COL . t COL. 4 MULLION _.. _. I MULLION I MULLION E12 LJ ' SCALE:1/4- = 1'-0- 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404,881.8173 (f) www.zennergroup.com FOR CONSTRUCTION 07-12-04 1 Revised 09-10-04 Revised 04-21-05 Lu =n -- _ == - =�1 -N - _-_ - _ - _---- _- V I/% �.---- — — — _-- __ :protect na -.949004 drawn by: sec checked by: sheet no.: EXTERIOR CURTAIN WALL ELEVATIONS SUPPORT PANEL A5 NEEDED HINGED SWING PLASTIC PLASTIC COUNTER LAMINATE ALL LAMINATE ALL FACES TYP. FACES, TYP. ND PANEL PA55-TNRU OPE a 818 Marietta Street, NW UIINDOW -I F�� � � � � Atlanta Georgia 30318 PLASTIC LAMINATE ALL g LAMINATE ALL e'-2' 2'-0' 2'-0' FACES TYP. 7'-9' 3 EQ. '-3' FACES TYP. -� 4.881.83 .881.8173 www.zennergroup.com S'-�/' 1/4' REVEAL, _ - TYP.WALL �0 5::�,.�1 �------------ ---- --- BEYOND 21 ELEVATION at Cashiers ELEVATION at Cafe PLASTIC ` • ` <\ `� ,' `\ ,' _ LAMINATE ALL SCALE: � , � � , \ \ 14SCALE:1/4"=1' 0" 2'-0' 6' FACES, TYP. .. 4'-0' 2'- 0 8 ELEVATION at Manager Office \ SCALE: 1/4"=1'-0"3 3ELEVATION at Payroll ' SCALE: 1/4"=l'-O" 1'-8' 5 EQ. 3'-0' PLASTID LAMINATE ALL ELEVATION at Tech Break LAMINATE AL 27 4' UIIRE PULLS, TYP. FACES, TYP. FACES, TYP. SCALE: 1/4"=1'-0" L� OPEN L0 LOPEN OPEN iv 2 ® ELEVATION at Cashiers B SCALE: 1/4"=1'-0' 4'-C' 2'-6' 2'-2' -3' 3'-4' -3' 3'-4' -3' 3'-4- I-x PLASTIC �9OPEN OPEN FAGELAMIB, TYP.TE LL "ELEVATION at Cafe 7 ELEVATION at Manager Office .'� 13 SCALE:1/4"=1'-0" 5' 0' 4 EQ PLASTIC FOR CONSTRUCTION 03-22-04 _ LAMINATE ON F— 1 Revised 10-15-04 Revised 04-21-05 ELEVATION at General Office � - - _ PLY"'°OD PARTITION I t 5AGK5PLASN 6 32SCALE: 1/4"=V-0" _ - - % L� a9.6 4' WIRE PULLS, TYP. LAMINATE ALL FACES � �, - o � TYP. _ _ ELEVATION at Tech Counter -3' 4'-10' -3' 4'-1012' -3' 4'-10' -3' 5'-0' 4'-0' 6SCALE: 1/4"=l'- 0" PLA5TIC 19ELEVATION at Cashiers PA55-THRU UIINDOUI 2'-2' -3' 3'-4' ��Y[Y-4' 2 EQ. -3' 3'-4' -3' 2'-2- SCALE: - LAMINATE ALL 1/4"=1'-0" �n- FACES TYP. ELEVATION at Manager Office -=_ -7 7. 6 8CALE:1/4"=1'-0" ELEVATION at Cafe C�1Ac. SCALE,1/4" 1' 0" --- - - - ---------- ` OPEN 2'-3' '-3' '-3' 3'-3' ELEVATION at Tag Office ! -r -- - -L-- ! 1 - -� - - - - - -- �-�-- T-- � � � r �-� m 1/4' REVEAL, TYP. - 31 SCALE.1/4"-1'-0" �� r-- - - -- I- 1 -r- 19 r r � I �S -� 0a95 as.5 WARRANTY �� O OFFICE �209-4CASHIER148 � PLASTIC - © 15 0 LAMINATE ALL _ = - FACES, TYP. ELEVATION E V A T I O N a t Tech Counter-0' 2'-0' ?'-0' 25 _ _ _ _ _ _ _ SCALE:1/4"=1'-0" - _-_- -_� _-_ � I -0' 8'-0' 2 EQ. 3'-4' 8'-0' 2 EQ. PLASTIC LAMINATE ALL I _ - FAGES, TYP. i Q '> 19'-4 t - \ \ 4'-0' 2 EQ. 6'-C' 3 EQ. - ELEVATION at Manager Office - 13'-6' _ fi5 --- 18ENLARGED FLOOR PLAN at Cashiers - PLASTIC 1 ELEVATION at Cafe = i, _ 2'-0' LAMINATE ALL SCALE: 1/4"=1'-0" - - FAGE5, TYP. 30SCALE: ELEVATION at Tag Office -_ 1/4"=1'- 0" - PLASTIC WALL LAMINATE ALL 13ELOW � 2'-4' I -- -- - - __ FACES, TYP. TAG ELEVATION at Cashiers ���. A i <<31 _ - 31a9.5 OFFICE 5 0 248CALE: 1/4"=1'-0"---__— `�' 4(j�06> 210 i PROVIDE 2- 2'4 _ 2'-�' I - �' ^'F'� l' I i `12�r GROMMET5 AT ry II <7 a9.5 n' o ® i I I �' EACH WI;X _ 9 ,S`C�ALE: ' STATION _- ,� GENERAL a9.5 OFFICE ' � _ 2'-0' 5'-1' `- 202 414' Y - CAFE `\ WAITING v= 17 ELEVATION at Business Center 3 4 ,{ f SCALE: 1/4"=1'-0" 4 -O' 2 - 144 6� 9.6 a9.6 - - =_ BAGKBPLABN 4' WIFE FULLS, TYP. LAMINATE ALL FACES ® - - i TYP. _ - 11a9.5 - BUSINESS- r-0' CENTER E' 2'-3' 4'-4' p� _ I / 142 2' 4' _ - PLABTIG - � LOBBY LAMINATE ALL 11 % _ ( - -- - 208 '- FACES TYP. i - CAFE -- -149- - S'-0' 4 EQ. 14'-4 t 4 EQ. 8'-0' 14 EQ. • " qq = m PLASTIC - -- -- `Q LAMINATE ALL � I--__-�_ - ® FACES, TYP. I 0 ELEVATION at Sales Tower -- --_ w ' 3 SCALE: 33 = _ I L PAYROLL LOUT WALL 206 10 ENLARGED PLAN at Cafe 6'-0' 7'-10' 2'-0' SCALE. 1/4"=1'-0" 1/4' REVEAL, TYP. - - ELEVATION at Cashiers 12'-9' 3EQ. SCALE: - =_ ENLARGE® FLOOR PLAN23 ELEVATION at Business Center --- --------------------- ---- - - --- --- m __ at Second Floor Offices =- =--------_-== - e 1 6 SCALE:1/4"=1 ---=_ = _--_ _ =_- = ----- SCALE:1/4" = 1'-0" - - 15'- 7%z' 2'-0' EQ. EQ. EQ. EQ. - - ---------------- a9.6 MGR. ^ 22.O. ®F80 E OFF. a9.5 8> v - 7 - �' NAND v ' ELEVATION at Sales Tower PLASTIC � ' �o SCALE:1/4"=1'- 0" --------- SCALE: ALL PLASTIC PLA5TIG -- - PEDE5TAL, TYP. LAMINATE ALL FACES, FACES, TYP. - - - - - - - - - - - - - - - - - - - - - - TYP. __._._..-.__.. -- --•------•--__-._._•------------ FACES, TYP. FACES, TYP. - e'-2' 3'-0' a'-2- 4' WIRE FULL5, TYP. 1p Ir R \ ^ _protect -no..: _.... . rawn by: as.5 � � I� - - - - ah eked by: sec .. OPE o - - - - - h sheet no.: TT t4 m 3'-0' 9'-0' 6 EQ. 3'-6' 2 EQ. 2'-1 1'-5' ?'-10' 2 -10' 3'- 0' ENLARGED FLOOR PLAN - ?' 9 at Internet Manager 22'-0' 4 EQ. WORK 5TATION6 ELEVATION at Tech Break SCALER/4" = 1'-0" a28SCALE:1/4"=1'-0" ELEVATION at Cashiers 15SCALE:ELEVATION at Cafe CASEWORK ELEVATION at Sales TowerSCALE:1/4"=1'-0" 1/4"=1'-0" SCALE:1/4"=1'-0' DETAILS r ° c� 1 PLASTIC LAMINATE COUNTER TOP v WALL 6' H. DRAWER CONS TR. 4' UIIRE PULL (TYPICAL) PLASTIC LAMINATE n ADJUSTABLE SHELF ?' C' FIXED BASE 5NELF ' PLASTIC LAMINATE RECESSED BASE 1XI � 5 DETAIL at SALES TOWER SCALE: 1"=1'-0" PLASTIC LAMINATE COUNTER TOP v UST6' N. DRAWER GONSTR. R. 4' WIRE PULL (TYPICAL) PLASTIC LAMINATE ' ADJU5TABLE 5NELF FIXED BASE 5NELF ° PLASTIC LAMINATE RECE55ED BASE If 141- 4 TYP. DETAIL at Cabinet SCALE: 1"=1'- 0" PLASTIC LAMINATE ON 314' PLYUIOOD BACK5PLA51­1 WALL CON5TR, PLASTIC LAMINATE COUNTER TOP 4WIRE PULL MELAMINE AT ALL INTERIOR ° SURFACES 0 PLASTIC LAMINATE FIXED BASE 5NELF o n�4 PLASTIC LAMINATE ON 3/4' PLYUIOOD AT ALL EXTERIOR FACE FRAME EXPOSED SURFACES (TYPICAL) m ° _ PLASTIC LAMINATE RECESSED BASE o ADJUSTABLE 514EL VE5 XXF a : 4'WIRE PULL(TYPIGAL) TYP. DETAIL at Shelves 3 SCALE: 1"=1'-0" PLASTIC LAMINATE ON %4' PLYWOOD BACK5PLA50 _ T.O. TRANSACTION COUNTER 7'-1' PLASTIC LAMINATE 3' COUNTER TOP 6' N. DRAWER 1/4' REVEAL ii T.O.DESK I 4' UJIRE PULL (TYPICAL) PLASTIC LAMINATE c 'AL� ADJUSTABLE 5NELF- FACES, TYP.TE -PROVIDE BLOCKING AS REQ'D, TYP. = 7'-0' FIXED BA5E 514ELF 0 Q 1/4' REVEAL ' PLASTIC LAMINATE RECESSED BASE k=:- 1XI FINS A 7SCALE: TYP. DETAIL at Break Cabinets TYP' DETAIL 1"=1'-0" at Pedestal & Transaction on Counter SCALER = 1'- 0" _ T.O. TRANSACTION COUNT ER 3'-6' AF.S. ____�_1/4' REVEAL _ �T.O.DESr< T.O.pESK 7'-6' AF.S. _ PLASTIC LAMINATE ALL FACES, TYP. WALL CONSTRUCTION LPEDESTAL ­1 '--PLASTIC LAMINATE BEYOND ALL FACES, TYP. 4 PROVIDE BLOCKING h / PROVIDE BLOCKING o AS REQ'D, TYP. AS REQ'D, TYP. � m 1/4' REVEAL 3' . c ro �. FIN. 5 A v FIN5 A cu a ro 6 TYP, DETAIL at Pedestal TYP. DETAIL at Transaction counter 1 SCALE: 1"=1'- 0" SCALE: 1"=1'- 0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (i) www.zennergroup.com m >-ssuance-s FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 -77 zm r, LL - - ups c_ - - •-- Ir ---_ _- _. -L_ W_ y - - _---LIM_ - =__ project na _ _ 249004 drawn by: sec checked by: sheet no.: CASEWORK DETAILS r W, U) `0 0 6 M A window schedule no./location type window frame details glass type material finish head jamb sill 01 A not weed 02 A not used A not used H PARTS ;OIT4 B rEMPERED H. METAL PAINT (SEE FIN15H 5C-PED) W-13 UU3 tU53 OFFI E t PAYROLL C TEMPERED (TEMP.) 14. METAL PAINT (SEE FINISH SCHED) W03 lUJ3 (153 window les: 3'-B' NOT USED Al � HOLLOW METAL �) HOLLOW METAL ��HOLLOW METAL \-C: FRAME v FRAME (� FRAME general door notes: 1. SEE FINISH SCHEDULE FOR DOOR & FRAME FINISHES NOT INDICATED ON THIS SHEET. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THAT THE DOORS ORDERED ON BEHALF OF THIS PROJECT CONFORM WITH INTENT OF THE DRAWINGS, ESPECIALLY WITH REGARDS TO SIZE, TYPE, DIRECTION OF SWING, AND OPERATION. 3. SIZE SECURITY GRILLES PER THE OPENING SIZES GIVEN ON THE DRAWINGS. 4. THE CONTRACTOR SHALL INSTALL THE DOORS AT THE PROPER ELEVATIONS & IN ALIGNMENT WITH OTHER WORKS PER THE DRAWINGS AND DETAILS AND SHALL LEVEL, SQUARE AND PLUMB IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL MAKE ALL NECESSARY FINAL ADJUSTMENTS TO ATTAIN NORMAL OPERATION OF THE DOORS AND THEIR HARDWARE. AFTER INSTALLATION THE CONTRACTOR SHALL PROTECT ALL EXPOSED PORTIONS OF THE WORK FROM DAMAGE. 5. ALL DOOR HARDWARE SHALL COMPLY WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT AND ANY OTHER ACCESSIBILITY REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. THE MOST STRINGENT OF THE ABOVE STANDARDS SHALL APPLY. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO OPERATING MECHANISM DESIGN AND REQUIRED OPENING FORCE. 6. SEE STOREFRONT ELEVATIONS, SH. A9.2 AND A9.3, FOR DETAIL CONDITIONS AT STOREFRONT DOORS NOT SHOWN ON THIS SHEET. 7. FINISH STOREFRONT DOORS TO MATCH FRAMING UNLESS NOTED OTHERWISE. HARDWARE ON STOREFRONT DOORS SHALL BE CLEAR ANODIZED UNLESS NOTED OTHERWISE. 8. ALL WOOD DOORS SHALL BE SOLID CORE UNLESS OTHERWISE NOTED. ALL WOOD DOORS SHALL BE STAIN GRADE, CLEAR FINISH. 9. ALL GLASS IN EXTERIOR STOREFRONT DOORS SHALL BE DOUBLE -GLAZED TEMPERED. ALL GLASS IN INTERIOR DOORS, INCLUDING STOREFRONT DOORS, SHALL BE SINGLE -GLAZED TEMPERED. 10. WALL OPENINGS, REQUIRED TO BE FIRE PROTECTED, SHALL BE PROTECTED BY APPROVED LISTED AND LABELLED DOORS, WINDOWS AND SHUTTERS AND THEIR ACCOMPANYING HARDWARE, INCLUDING ALL FRAMES, CLOSING DEVICES, ANCHORAGE AND SILLS, IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. 11. REFER TO GENERAL NOTES & SPECIFICATIONS FOR ADDITIONAL DOOR AND HARDWARE INFORMATION. 12. SIGNAGE ON RESTROOM DOORS SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS IN ACCORDANCE WITH RELEVANT CODES. 13. PASSAGE & LOCKSET HARDWARE SHALL HAVE SATIN CHROMIUM FINISH (626). 14. INSTALL HINGES WITH SATIN FINISH (US32, BHMA 629). SELF CLOSING DOORS SHALL HAVE BALL BEARING HINGES. 15. CLOSERS TO BE GRADE 2 OR BETTER, 50 % ADJUSTABLE, BHMA ALUMINUM FINISH (686) SUBJECT TO FLORIDA ACCESSIBILITY CODE AND OTHER CODE REQUIREMENTS. 16. PUSH/PULL SETS AND PROTECTION PLATES IN INTERIOR S.C. WOOD AND H.M. DOORS SHALL BE HAGER OR APPROVED EQUAL. 17. INTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED P1 W/ SEMI -GLOSS ENAMEL FINISH. SEE FINISH SCHEDULE, SHEETA10.3. door types: NOTE: ALL DIMENSIONS SHOWN ON DOOR ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN THE DOOR SCHEDULE. 3'-0' v /\ V __" \ :� 1_1_____A_ \ \ \ // / 1�"4) ASINGLE LEAF FLUSH A PAIR FLUSH PANEL PANEL DOOR / DOORS PAIR ALUM. & GLASS DOOR SWING GATE J 6'-0' 3'-0' _ 3'-0' �' t4� 2'-4' 2'-4' 4 11 4' 2'-4' 4' li,l /� / / '/ / i / - Gj I'' ' i �� i 1 / /i •, / i / / 't / ' f �9 // // / ' / / / / EMPE ED ', ,'/,' , ;• R , , /, / . TEMPERED ji;• / , , / ,.\;• GLA55 �- % / / GLASS //;',/ /. I /'/'�.' ", �./. / , , , . i� /.,/. .7 / " � '/ �\ - / , , / . X / i i :/ �; i /; u- i � , / n / , i / /\ 0 � C SINGLE LEAF ALUM. D ALL GLASS DOOR 2 PAIR ALUM. & / &GLASS DOOR ` GLASS DOOR frame types: 9'-0. i 4' 2'-4' 1 5'-4' / /' , / / ; /i /' , , , /' ' • /, / // TEMPERED , / / ' ' / / /,. -fI' ` / ',/' �i� ".-./ GLASS ,/,j' %: - / / //// /i" / i /' i / ,'//, / ,'�T / . �, i / i /, � - / ,�; / 12'-0' 3 EQ. PANELS 1. - 12'-0' ~ A ALUM. & GLASS ROLLING OVERHEAD DOOR R ROLLING FIRE !�SHUTTER A PAIR ALUM. & GLASS DOOR G OVERHEAD COLING DOOR 9'-0' 3'-0' 3'-0' 3'-0 . - / /. /// ' /' 'i l•, // / / // /// • /' .// /.// ,/ . .'/ ./" "// , / /i , i , / i ,/,/ ;/ / , i / // /.///i / // //,/ ;,// / i s /%/ , / / ; ; j' / .%/-/''/.//�: / ;' ,i./'i/'/"; //; / // j' , / //' / //.' , DORMA HSW SLIDING/HINGED DOOR GLA55 TEMPERED GLASS N 0) , ' BIFOLD PANEL DOORS door hardware: i door schedule GENERAL NOTE. PROVIDE HARDWARE FOR EACH DOOR TO COMPLY MTN THE REQUIREMENTS OF T14E 6PECIFICATION5, HARDWARE SET, NUMBERS INDICATED IN THE DOOR SCHEDULE AND IN THE FOLLOWING SCHEDULE OF NAROUTARE SETS. HARDWARE SETS INDICATE QUANTITY, ITEM, SIZE AND FINISH AS APPLICABLE. door no. room name SET QTY. 100 RECEPTION 1 PAIR OF DOORS BY STOREFRONT SUBCONTRACTOR 104 G.5. M. 2 EA. 2 EA. 2 EA. 2 EA. 2 EA, 1 EA. EA. 1 EA. KAU,NEER DOR-O-MATIC '1990 CONCEALED ROD EXIT DEVICE 105A _ LE DISPLAY not used SALE MANAGERS SINGLE ACTING PUSH t PULL 1050 107A SURFACE CLOSER W/ BACK CHECK t ADJUSTABLE HOLD OPEN SINGLE ACTING TOP t BOFFSET PIVOT 1076 SALES MANAGERSOTTOM SINGLE ACTING INTERrEDIATE OFFSET PIVOT 109 0 SHOW SHOWROOM LOCKING SYSTEM - lieIII ALUMINUM MILL FINI51-1 TNRE5NOLO (112' X 4') U.C.M.I UEATHER5TRIPPING SYSTEM IN DOORS t FRAME CONSISTING OF A DENSE BULB POLYMERIC MAT'L. W/ 112 not used 1 EPDM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL W/ CONCEALED FASTENERS. 113 WAITING AREAOTTOM 2 PAIR OF DOORS (TWO 60" wide) BY STOREFRONT SUBCONTRACTOR 1138 not used 4 EA. 1 EA. 2 EA, 2 EA. 1 EA. I EA. 1 EA. DROP ARM HOLDER (BOTH 51DE OF DOOR) 113C not u5ed 1 114 DELIVERY FLUSH BOLT 115 DELIVERY SINGLE ACTING TOP t BOTTOM OFFSET PIVOT 116 F t 1 SINGLE ACTING INTERMEDIATE OFFSET PIVOT 117 F t 1 LOCKING SYSTEM lie CORRIDOR ALUMINUM MILL FINISH T14RE514CLO (1/1' X 4') 119 F t 1 UEATHERSTRIPPING SYSTEM IN DOORS t FRAME CONSISTING OF A DENSE BULB POLYMERIC NAT'L. UJ/ 120 F t 1 EPDM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL UJ/ CONCEALED FASTENERS. 121 STAIR "2 I 3A 1 EA. I EA. I EA. I EA. I EA. 1 EA. I EA. I EA. SINGLE DOOR BY STOREFRONT SUBCONTRACTOR 122 ELECTRICAL ROOM SINGLE ACTING PUSH BAR t PULL 123 PHONE ROOM KAU,NEER OOR-O-MATIC #1990 CONCEALED ROD EXIT DEVICE - 125 CLOSET '7 U 4ERE REQUIRED. SEE DOOR SCHEDULE REMAF3'C5. 126 CONFERENCE ROOM SURFACE CLOSER tU/ BACK CHECK t ADJUSTABLE HOLD OPEN 127 F t 1 SINGLE ACTING TOP t BOTTOM OFFSET PIVOT 12a ADVERT151N61MARKETING SINGLE ACTING INTERMEDIATE OFFSET PIVOT 129 F t 1 DEADLOCK 130 GENERAL MANAGER ALUMINUM MILL FINISH THRESHOLD (117' X 4') 131 F t 1 WEATHERSTRIPPING SYSTEM 1N DOORS t FRAME CONSISTING OF A DENSE BULB POLYMERIC MAT'L. UY 132 GENERAL MANAGER CLOSET EPDM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM DOOR RAIL U)/ CONCEALED FASTENERS. 133 GENERAL MANAGER RESTROOM 3B SINGLE DOOR BY STOREFRONT SUBCONTRACTOR LOCK 134 JANITOR CL05ET I EA. 1 EA. IEA. SINGLE ACTING PULL BOTH SIDES 131 WOMEN'S ROOM SINGLE ACTING TOP t BOTTOM OFFSET PIVOT 138 MEN'S ROOM DEADLOCK 140 CAFE CLOSET 4 PAIR OF DOORS (ONE 36" wide, ONE 72" wide) BY STOREFRONT SUBCONTRACTOR 141 ELEVATOR EQUIPMENT I EA. I EA. 1 EA. 2 EA. 2 EA. 1 EA. I EA. 2 EA. I EA, FLUSH BOLT 143 not used SINGLE ACTING PUSN BAR t PULL (3&' DOOR) 145 A SERVICE ADVISOR SURFACE CLOSER W/ BACK CHECK t ADJUSTABLE HOLD OPEN (36' DOOR) 145 SERVICE ADVISOR 145C SERVICE ADSOR VI SINGLE ACTING TOP t B BOTTOM OFFSET PIVOT 145 45 146 SERVICE A I_SOR E Oe= AD 1 2;- - FIXED CPS DIRECTOR SINGLE ACTING INTERMEDIATE OFFSET PIVOT LOCKING SYSTEM ALUMINUM MILL FINISH TNRE514oLD (112' X 41) 1466 not used DROP ARM HOLDER ON 72' DOOR SERVICE FILES U,EATI4ER5TRIPPING SYSTEM147 IN DOORS t FRAME CONSISTING OF A DENSE 141 WARRANTY OFFICE BULB POLYMERIC MATERIAL U)/ EPDM BLADE GASKET SWEEP STRIP 146 5 CASHIERS APPLIED TO THE BOTTOM DOOR RAIL W/ CONCEALED FASTENERS. RETAIL PARTS 5A SINGLE DOOR BY STOREFRONT SUBCONTRACTOR 151B not used I EA. I EA. SINGLE ACTING PULL BOTH SIDES 152A SERVICE MANAGER SINGLE ACTING TOP t BOTTOM OFFSET PIVOT 152E SERVICE MANAGER 56 PAIR OF DOORS BY STOREFRONT SUBCONTRACTOR 153 A.P.M. 2 EA. 2 EA. 2 EA. SINGLE ACTING FUSN t PULL 154 PARTS MANAGER SINGLE ACTING TOP t BOTTOM OFFSET PIVOT 156A PARTS WAREHOUSE (B LABEL) SINGLE ACTING INTERMEDIATE OFFSET PIVOT 1568 PARTS WAREHOUSE 6 EXTERIOR HOLLOW METAL DOOR - PAIR 151 SPECIAL TOOLS 6 EA. I EA. I EA. 2 EA. I EA. I EA. I EA. I EA. BB BUTT HINGES 158A TECH PARTS (B LABEL) LOCK SET - LEVER HANDLE 1588 TECH PARTS STRIKE PLATE 159 TECH MEN'5 ROOM (B LABEL) FLUSH BOLTS IN THE INACTIVE LEAF 160 TECH U0MEN'5 ROOM (B LABEL) ALUMINUM THRESHOLD 161 TECH BREAK ROOM (B LABEL) WEATHERSTRIPPING 162A 5NIPPING/RECEIVING SWEEP 162E SNIPPING/RECEIVING WEAT14EFGUARPIORIF 1&2C SNIPPING/REGEI AW-i 7A EXTERIOR HOLLOW METAL EGRESS DOOR- PANIC DEVICE 163A SERVICE DEPARTMENT 3 EA. I EA. I EA. I EA, 1 EA. 1 EA. 1 EA. BB BUTT HINGES 1630 SERVICE DEPARTMENT OOR'1A SERIES 9100 PANIC DEVICE WITH YT08C TRIM LEVER 163C SERVICE DEPARTMENT SURFACE MOUNTED, SINGLE ACTING CLOSER 163D SERVICE DEPARTMENT ALUMINUM THRESHOLD 163E SERVICE DEPARTMENT IEATPERSTRIPPING I63F SERVICE DEPARTMENT SWEEP -16 3G SERVICE DEPARTMENT WEATNERGUARD/DRIP 16 N 163 SERVICE DEP TMENT 5 RVI E E AR M NT 7B EXTERIOR HOLLOW METAL DOOR 3 EA. 1 EA. I EA. I EA, 1 EA. BB BUTT HINGES 3 I63K SERVICE DEPARTMENT LEPER HANDLE LOCKS 163E SERVICE DEPARTMENTET 163M SERVICE DEPARTMENT ALUMINUM THRESHOLD 63N 163W 163X E VI E_ PARTMENT SERVICE DEPARTMENT 1 SERYIGE DEPARTMENT WEATHERSTRIPPING 5UlEEP 8 INTERIOR HOLLOW METAL DOOR PAIR (LOCK) 163Y SERVICE DEPARTMENT 6 EA. I EA. I EA, 2 EA. BB BUTT HINGES 163Z SERVICE DEPARTMENT LOCK SET - LEVER HANDLE 164A DETAILING 5NOP STRIKE PLATE 164E DETAILING SHOP I FLUSH BOLTS IN THE INACTIVE LEAF 164C DETAILING SHOP 9 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR (STOREROOM) 1640 DETAILING SHOP ^ - 3 EA. I EA. EA. I EA. I BB BUTT HINGES 164 65 167A - IL 11 _2�= _C R WAS111 VEHICLE DELIVERY STOREROOM LOCK SET - LEVER HANDLE STRIKE PLATE FLOORiWALL STOP 1675 VEHICLE OFLIVERY 10 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR (LOCK) -16 IC VEHICLE DELIVERY 3 EA. 1 EA. BB BUTT HINGES 1&7D 110A Hlr F EL , COMPRE550R/OIL STORAGE LOCK SET - LEVER HANDLE I EA. 1 EA. I STRIKE PLATE l B 172 M_PRE550_R/ 1 DUMPSTER FN OURE FLOORAUALL STOP 11 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR (PANIC) 1720 DUMPSTER ENCLOSURE 3 EA. 1 A. E I EA. ]EA. 1 EA. BB BUTT HINGES 112C PUMPS TER ENCLOSURE DORMA SERIES 9100 PANIC DEVICE WITH YT23 TRIM LEPER -WHERE REQ'D BY DOOR SCHEDULE 17 A 3 173E SERVICE DRIVE PASSAGE LEVER SET SERVICE DRIVE STRIKE PLATE 113C SERVICE DRIVE F D L ORiUTA TO LL STOP 17 3D SERVICE I DRIVE 12 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR (PRIVACY) 173E SERVICE DRIVE 3 EA. I EA. I EA. I EA. I BB BUTT HINGES 173F SERVICE DRIVE PRIVACY LOCK SET - LEVER HANDLE 1730 SERVICE DRIVE STRIKE PLATE 113H SERVICE DRIVE FLOOR/WALL STOP 173J 73K not used - - SERVICE DRIVE 13 INTERIOR SOLID CORE WOOD OR HOLLOW METAL DOOR (PASSAGE) BB BUTT HINGES 3 EA. I EA. 1 EA, 1 EA. 1 EA. 203A 2038 173L SERVICE DRIVE PASSAGE SET - LEVER HANDLE 174A QUICK LURE STRIKE PLATE 1746 QUICK LUBE FLOORN)ALL STOP 174C QUICK LUBE SURFACE MOUNTED, SINGLE ACTING CLOSER 114P QUICK LUBE 14 INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 174E G?UICK LUBE 3 EA. 1 EA, I EA, 1 EA. 1 EA. 1 EA. 1 EA. APPROVED BB BUTT TINGES 14F QUICK LUBE17 SHOP EQUIPMENT APPROVED MORTISE TYPE PUSH -BAR EXIT DEVICE DOOR PULL 176 DETAILING SUPPLIES ALUMINUM THRESHOLD 177A WINDOW TINTING1778 WINDOW TINTING STRIKE PLATE 178A COMPUTER ROOM APPROVED CLOSER FLOORiWALL STOP I78B COMPUTER ROOM 15A INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 179 180A INTERNET WORKSTATIONS MANAGER OFFICE 3 EA. I EA. I EA. 1 EA. 1 EA. APPROVED BB BUTT HINGES 1800 7e2 MANAGER OFFICE APPROVED LOCK SET - LEVER HANDLE MANAGER STRIKE PLATE 163 not u5pd APPROVED CLOSER 5 I86 :-.4 7 BUFF IE5 EQ ENT _ - - _ SUPP fE5 E - - - - S AI " - FLOORiWALL STOP 156 INTERIOR CLASS "B" 1 1/2 HR. FIRE RATED DOOR 3 EA, I EA. 1 EA. I EA. 1 EA. APPROVED BB BUTT HINGES W ; 68 APPROVED PRIVACY LOCK SET - LEVER HANDLE STRIKE PLATE I C V- APPROVED CLOSER 202 GENERAL OFFICE FLOORIWALL STOP CLOSET 16 INTERIOR CLASS "B" 1 112 HR. FIRE RATED DOOR CLOSET 3 EA. I EA. I EA. I EA. I EA. APPROVED BB BUTT HINGES 204 CONTROLLER APPROVED PASSAGE LEVER SET 205 A55T. CONTROLLER STRIKE PL ATE 206 PAYROLL APPROVED CLOSER 209 HUMAN RESOURCES OFFICE FLOOR0ALL 5TOP 210 TAG OFFICE 17A EXTERIOR METAL OVERHEAD DOOR 211A TRAINING ROOM HEAVY DUTY MOTOR, HEAVY DUTY TRACKS, 14ARDWARE/LOCK BY MFR 2110 TRAINING ROOM 17B EXTERIOR METAL OVERHEAD DOOR MANUAL OPERATION, NEAvY DUTY TRACKS, 14AROWAREILOCK BY MFR 211C TRAINING ROOM 212 BREAK ROOM 18 INTERIOR SOLID CORE WOOD BIFOLD DOOR 213 JANITOR'S CLOSET 6 EA. I EA. 2 EA. 2 EA. EA. I EA. BB BUTT HINGES 214 U)CMEN'5 ROOM TOP HUNG RAIL TRACK 215 MEN'S ROOM TOP t BOTTOM PIVOTS 221 STAIR "2 (C LABEL) PANGER/GUIOE FULL KNOB 151Y RETAIL SECURITY DOOR 4-DOOR ALIGNER 151Z I RETAIL SECURITY DOOR 19 INTERIOR GLASS DOOR 2 EA. 1 EA. I EA. TOP/BOTTOM PIVOT HINGE PATCH LOCK VERTICAL FULL 20 INTERIOR GLASS DOOR door frame hardware door remarks no. type I w x h x t material finish type mat. finish head jamb sill set key E ext &'-O' T-0' ALUMJ6LA55 CLEAR ALUM CLEAR - - 052 1 PANIC HARDWARE Imo 3'-O' 9'-O' GLA55 ALUM CLEAR J D 19 104 L ext g'-0' 9'-0' ALUMJGLA55 CLEAR ALUM CLEAR D 3'-0' 10'-O' GLA55 ALUM CLEAR DH2 DJI5 059 19 ext 3'-0' 10'-O' GLASS ALUM CLEAR _ H J_ JI D_ S 19 9'-0' 9'-0. ALUM/GLA55 CLEAR ALUM CLEAR 3'-0' 9' m' GLA55 ALUM CLEAR 19 D 3'-O' 9'-O' GLASS ALUM CLEAR DH2 DJI5 059 19 - D 3'--0' 91-0' GLASS ALUM CLEAR DH2 DJI5 059 20 - - - D 3'-0' 9'-0' 6LA55 ALUM CLEAR DN2 DJI5 051 19 D 3'-0' 9'-0' 6LA55 ALUM CLEAR D142 DJI5 PSI 19 _ D 3'-O' 9'-O' GLASS ALUM CLEAR DH2 DJI5 059 19 D 3'-0' 9'-0' GLASS ALUM CLEAR DH2 0JI5 059 19 _G 1 3'-0 1'-0' ALUI1JGLASS CLEAR 1 ALUM CLEAR 0141 oil 059 5A _ D 3'-0' 9'-O' GLA55 ALUM CLEAR DN2 OJ15 069 19 D 3'-0 9'-0' GLA55 ALUM CLEAR DN2 DJI5 059 19 A ext 3'-0' T-0' 1 314' METAL * XP- B N.M. *EXP-I ON& DJ7 P55 1A B ext 6'-0' 7'-0' 13/4' METAL *EXP-I B B A P.M. #EXP-1 *EX_P-1 P DN6 DJ7 DS5 6 A ext 3'-0' 1'-0' 1 314' METAL _ P.M. NII. DN& DH3 DJ7 055 70 _ A 3'-O' V-0' 13/4' WOO _*EXP-I STAIN DJ3 058 9 D 3'-0' 9'-0' GLAS51FILM ALUM CLEAR DN2 OJ15 DS9 19 _ D 3'-0' 9'-0' GLASS ALUM CLEAR DN2 DJl5 059 19 D 3'-0' 9'-0' 6LA56 ALUM CLEAR DN2 DJ15 D59 19 _ D 3'-0' 9'-0' GLASS ALUM CLEAR 092 DJI5 059 19 _ D 3'-0' 9'-0' GLASS ALUM CLEAR DN2 DJI5 DS9 19 D 3'-0' 9'-0' GLASS ALUM CLEAR DN2 DJI5 DS9 19 _ N &'-O' 7'-0' 1314' ajocD STAIN A - PI - - - /e A X-0' 7'-O' 1314' WOP STAIN A P.M. PI 0143 DJ3 0157 12 A 3'-O' T-0' 1314' WOO STAIN A P.M. PI 003 DJ3 058 21 _ A 3'-0' T-0' 1314' WOO STAIN A w1. PI DN3 DJ3 064 13 A 3'-0' 7'-0' 1314' WOP STAIN A Hill. PI 043 DJ3 0S4 13 _ A 3'-0' V-0' 1314' WOP STAIN A HIM. PI DN3 DJ3 054 9 A 3'-0' V-0' 1314' WOP STAIN A milli. PI 0143 DJ3 054 9 C 3'-0' 1'-11, ALUMJGLA55 CLEAR ALUM CLEAR PHI DJI D52 5A G .3'- O' 7'-II' ALUMJGLASS CLEAR ALUM CLEAR ON/ DJI DS2 5A _ C 3'-0' 1'-1l' ALUMJGLA55 CLEAR ALUM CLEAR DNI DJI D52 5A _ 11 C - - 3'- 3' ' 7'- 1' 7' II' AL_ J_LA_ S_ L J L _CLE _ L R - _-ALUM L M G AR G R - _ _ ,Wv D 1 - _ _ JI _ 2_ D 2 _ 5 - 105A 1056 107A 1010 109 I/O - III 0 113 113E 113C 114 115 116 117 118 119 120 _PANIC NARDUJARE 121 122 123 125 3M CRYSTAL DUST FILM 126 121 128 129 130 131 BIFOLO DOOR TRACK a CASED OPN'G 132 133 134 131 138 140 141 143 14 _5A 11450 145C C 3 -0' 1-0, A1-UIIJG1-A55 CLEAR j ALUM CLEAR DNI DJI 2 059 3B _ A 3'-C' T-0' 1314' METAL P/ A P.M. PI DN3 DJ3 058 9 A 3'-0' 7'-O' 1314' METAL PI A P.M. PI DN3 ,k2 - DJ3 008 9 A � - xt 3'-0' T- 9'-0, 1 314' METAL PI A Hill. PI Pt D O _ II _ 1 9'-0' ALUMJGLA55 CLEAR ALUM CLEAR 2 C 3'-0' 1'-II' ALUMJ6LA55 CLEAR ALUM CLEAR DNI DJ2 053 30 2 C 3'-0' 1'-1l' ALUMJGLA55 CLEAR ALUM CLEAR ON/ DJ2 2 D59 313 _C 3'-0' 7'-0' 1 ALUMAGLA55 CLEAR ALUM CLEAR DNI DJ2 2 D59 3B A 3'-0' T-0' 13/4- WOD�_ PI A 1411, PI DN3 DJ3 051 10 A 3'-0' 7'-O' 1314' METAL PI 15 P.M. PI PP13 I DJI& 008 15A m 2 HOUR WALL A ext 3'-0' T-0' 1314' METAL #EXP_ -2 _ B B P.M. N.M. *_EXP-2 DPII DJ8 055 7A - SERIES 9100 EXIT DEVICE ONLY, NO TRIM A 3'-O' T _0' 1 314' METAL PI DH7 DJI4 DS4 13 2 _ A 3'-O' 7'-0' 1314- METAL P1 B NM. PI DH7 DJI4 054 15A +v 2 POUR WALL A 1 3'-0' 7'-O' 1 314' METAL PI B N.M. PI DN7 DJI4 054 13 2 A 3'-0' 7'-0' 1314' METAL PI A H11. I PI 01410 DJII 050 16 a 2 HOUR WALL A 3'-0' T-0' 1314' METAL PI B P.M. PI PP13 DJI& 058 155 Q 2 HOUR WALL A 3'-0' T-0' 1314' METAL PI B Pill. PI DN7 DJI4 058 16 A 2 HOUR WALL A 4'-0 7'-O' 1 314' METAL PI B N11. PI DH7 DJI4 054 15A a 2 HOUR WALL G 10'-0 8'-0' METAL *ACM-1 DN9 DJ& D56 IIA A ext 3'-0 T-0' 1 314 IMETAL 1 *EXP-2 HI1. *EXP-2 DNII _ DJS D55 lA A ext 3'-0 7'-0' 1 314' METAL *EXP-2 C20- B NI1. •*EXP- N I DJ8 2 055 1A A ext 3'-0 7'-0' 1 314' METAL *EXP-2 N P.M. # XP-2_ *EXP- NI DNII D 8 2 DJS 2 D55 1A A ext 3'-0 7'-0' 1 314' METAL *EXP-2 055 7A A ext '-0 1'-0' 13/4' METAL 2 *EXP-2 B N.M. *EXP-2 DNII DJS 2 055 lA 2 G 14'-0 14'-0 METAL *ACM -I DN9 DJ6 DS6 IIA G 14'-0 I4'-0' _ METAL *ACM-1 DN9 DJ6 2 056 - 17A G 14'-0 I4'-o- METAL #AGM-1 DNI5 DJIe 2 056 IIA G 4'-014'-0' 4'-014'- METAL A -A *ACM- -I swl- -- PP/5 N _ Pile- J D56 IIA A -- - G 14'-0 14'-0' METAL *AGM-1 ON15 DJIe 056 IIA A ext 3'-0 7'-O' 1314' METAL #EXP-2 B 1411. *EXP-2 DNII Die D55 1A A ext 3'-0 7'-0' 1314' METAL #EXP-2 B N11. *EXP-2 DNII DJS D55 7A A xtr K K 7'_ 5'-4 5'-4' I /4' M T L #FX -2 FACTORY FACTORY # XP-2 FACTORY FACTORY _ NII D 8 D_S5_ _7A K S'-4' FACTORY FACTORY _. 1 8'-8' FACTORY _ _ 15 FACTORY (UPI _ _ DJ8 2 A ext 3'-0 T-0' 1314' METAL #EXP-2 N11. *EXP-2 055 1A A 3'-0 T-0' 1 314' METAL PI _ P.M. PI N7_ J4 _ _ 1;)JI5 064 10 G 12'-0 12'-0 METAL *ACM -I I I _ ON15 D06 170 G 12'-0 12'-0 METAL #ACM-1 OP15 DJI5 2 DS& 11B G e t A ext I'-0 3'- _ '-0 12'-0 _ 7- 7-0 I /4 1 314 M T L M_ETAL -_- METAL *ACM- # XP-2_ #ACM-1 B_ _ A _P.M. HIM. _* XP-2 #ACM -I D_ 5 DPII DN4 D D 8 DJ4 _ 5_ D_55_ D51 17 7B _All F 12'-0 12'-O' ALUM/GLASS *AGM -I - 9t10/a2.8 - IIA F 12'-0 12'-0' ALUM/6LA55 #ACM-1 IOM2.8 17A F G 12'- 0'-0 I '-0' 10'-0' _� UM/GLASS METAL *ACM -I *AGM I - DNI5 9t / .B DJI& - D56 1A 176 A ext J 3' -0 - 0' 7'- 8'- I /4' M T L # X -2 *AC I B - N - UM *EX -2 * - - DPII - - 8 __ D 5 - -7A J 0'-0' 8'-0' ALUM. *ACM-1 ALUM. *ACM -I J 0'-0' 8'-0' ALUM. #ACM-1 ALUM. *ACM-1 C ext 3'-0' T-11' A LUM/GLASS CLEAR ALUM CLEARON/ D DJ 1 51 D 0 3A C ext 3'-0' 1'-I-P ALUM/GLASS CLEAR ALUM CLEAR DPI DJI i DSIO 3A F 12'-0' IP ALUM/GLASS *AGM -I - 3/42.9 DS6 11A F 12'-0' 12'- 0 ALUM/GLA55 .*ACM -I _ 3/a2.9 056 17A F 12'-0 12'-0' ALUM/GLASS *ACM -I - 3/42.9 5S6 17A F 12'-0 12'-0' ALUM/GLASS *ACM-1 - 3/a2.9 056 17A F I2'-0' I2'-0' ALUM/GL ASS *ACM-1 - 3/a2.9 056 IIA F 12'-0' 12'-0' ALUM/GLA55 *ACM -I I - 3/42.9 006 IIA F 12'-0' 12'-0- ALUM/G A55 #ACM -I - 3/a2,9 D56 IIA F 12'-0' 12'-0' ALUM/GLASS *ACM -I - 3/a2.9 056 17A C ext 3'-0' 1'-11' ALUM/GLASS CLEAR ALUM CLEAR DNI DJI 0S10 3A C ext 3'-0' 7'4I' ALUM/GLA55 CLEAR ALUM CLEAR DH1 DJI 0S10 3A F 12'-0' 12'-0' ALUM/GLASS *ACM-1 - 3/a2.9 056 IIA F 12'-C' 12'-O' ALUM/GLA55 *ACM-1 - 3/a2.9 056 IIA F 12'-O' 12'-0' ALUM16LA55 *ACM -I - 3/a2.9 D56 IIA F 12'-O' -0 12'-O' 7'--* _ 13/ ALUM/GLA55 METAL *ACM -I I - - .M. PI - - - - -- 3/a2.9 - - 056 -S IIA 8 A 3'-0' T-0' 1314' METAL PI B NII. PI - _EN15C DH3 _ 2 DJI _ 2 DJI5 2 D54 9 A 3'-0' 7'- 12'-0 -0 1 314' METAL PI B NII. Pl DS4 II G 12'-0 1314' METAL #ACM-1 D06 1713 A 3'-0 U)OOP STAIN A 1411. Pl DJ3 DSe Il A 3'-C' V -0' 1 314' t1KJOD STAIN A P.M. PI DP3 DJ3 054 9 A ext 3'-0' 7'-0' 1 314' METAL *EXP-1 A P.M. *EXP-I 0144 DJ4 055 7A C 3'-0' 7'-0' ALUMJGLA55 CLEAR ALUM CLEAR DNI _ DJI 2 D51 19 C 3'-0' 7'-0' ALUMJGLA55 CLEAR CLEAR 1 ALUM CLEAR DHI DJI 2 DSI 19 1 C 3'-0' 7'-0' ALUMJGLA55 ALUM CLEAR DNI DJI 2 DSI I9 _ B ext A 3 '7�_T &'-0' 3'- 1'-0' 7'-'- /4' 13/ I /4' M TA _ MET L _ M TA 1 *EXP- PI I q��;4_: . N H. PI *EXP- PI P---- I _D _ NII D J 4 _ D 8 J 4 054 4 DS4 - 9 144 3 D STAIN 1 1.7-0' 1 D 3 D S A 3'-O' 7'-0' 1314' WOOD STAIN A PIM. PI DN3 DJ3 064 10 B &'-0' 7'-0' 1 314' WOOD STAIN A PPI. PI 0143 DJ3 DS4 e B 6'-O' 7'-0' 13/4' WOO STAIN A PM. PI 1;)P3 DJ3 064 e A 3'-0' 7'-0' 1314, UK70D STAIN A N11. PI DN3 DJ3 064 10 A 3'-O' T-0' 1314' WOOD STAIN A NJ"1. PI DN3 DJ3 0S4 10 A 3'-0' 1'-0' 13/4- IUOOO STAIN A H11. PI 003 DJ3 064 10 A 3'-0' T-0' 1314' WOO STAIN A Hill. PI 0143 DJ3 064 10 A 3'-0' 7'-0' 13/4' WOOD STAIN A P.M. PI DHI OJ9 D04 054 10 A 3'-O' T-0' 1314' WOOD STAIN A 1411. PI 0143 DJ3 11 A 3'-O' T-0' 1314' WOO STAIN A N1'l. Pl 043 DJ3 064 II A 3'-0' 7' 0' 1 314' WOOD STAIN A TI1. PI DN3 DJ3 DS4 II A 3'-O' 7'-O' 1 314' WOOD STAIN A Pi' 1. PI 0143 DJ3 054 11 A 3'-0' 7'-0' 13/4' WOOD STAIN A N11. PI DN3 1;)J3 D54 21 A 3'-0' 1'-0' 13/4- WOOD STAIN A P.M. PI DN3 5J3 0S1 13 A 3'-0' 1'-0' 1314, WOOD STAIN A P.M. PI 0143 DJ3 057 13 A 3'-0' 7'-0' 1314' METAL PI B H.M. PI DN6 DJ7 D55 14 - __ F_:7 IM. K, S,_ - FIRE SPUTTER a 2 POUR WALL FIRE SPUTTER m 2 POUR WALL FIRE SPUTTER m 2 POUR WALL FIRE SHUTTER 0 2 NOUR WALL 146A 146E 141 148 150 151A 151E 152 1 1528 153 154 156A 156E 197 15BA 15eO 159 160 161 162A 163A 163B 163C 1630 163E I63F 163G 163N 163L 163X 163X 163Y 163Z 164A SYSTEM. HARDWARE PROVIDED BY 1128 MANUF, TYP, OF 3 112C PANIC NA P RDWARE 173A PANIC HARDWARE 1730 113C 1130 173E 173F 113G 113H 113L 174A 174B 174C 11 111A 1710 173A 1700 PANIC PARDWARE 119 03 205 206 209 210 PANIC HARDWARE 211A PANIC HARDWARE 1 2110 213 214 215 VERTICAL PROTECTION DOOR W/ 221 PANIC HARDWARE 2 EA. TOP/BOTTOM PIVOT HINGE finish note" I EA. VERTICAL FULL 21 INTERIOR WOOD OR HOLLOW METAL DOOR - JANITOR CLOSET FINISHES MARKED AS '`ACM-1 ARE TO BE KYNAR FINISHED TO MATCH EXTERIOR FINISH ACM-1, *EXP-1 TO MATCH EXTERIOR FINISH EXPA, 'EXP-2 TO MATCH EXTERIOR FINISH EXP-2. 3 EA. BB BUTT MN65E5 I EA, LOCK SET - LEVER HANDLE 1 EA, PUSH PLATE, PAGER '40R', 4'xl&', STAINLESS STEEL 1 EA. PULL HANDLE HAGER '3J', 10' t PLATE '43J, 4'xt&', STAINLESS STEEL 2 EA. MOP (PROTECTION) PLATE, HAGER 'I985' 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (0 www.zennergroup.com s:_e a_I.,- _ -_. 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ON - - ° - '- 1 PARTITION TYPES __ 5/8' G.W.B. ON BATT INSUL. ._ --1 - 3-5/8' MTL. STUDS 3-5/ ' MTL. STUDS REINFORCED - _� - ` C --- PAR�TIONF�PES 8 U-BLOCK LINTEL --,_: MTL. ORNER 5/8 G.W.B. ON _ C C - METAL LC BEAD TRIM BEAD TRIM 2-112' MTL. SHIM A5 REQ'D. _ --- -� _ _ --,._. ° ` _ -- PLASTER ON LAIN - -___� � SUS ENDE GEI ING �� THIS Slp1=, t SEALANT _�� _ ° _ "� STUDS � 16' O.C. - - -� - _ MASONRY OPENING 4N 1/2' SHEATHING - - 5/8' G.W.B. ON 3-5/8' SUSPENDED CEILING Y SEE RGP W11. FRAME PLASTER Wi DRIP SEALANT AND -� 5/8' G.W.B. ON 6' METAL FRAMING SEE RCP $ 1 8 Marietta Street, NW 8 BOTH SIDES �+ n SCREED - :J' W/ FIBERGLASS 7'-4' AF.S. METAL FRAMING T/O/DOOR _ USCa NO?mm A OR SEALANT ON BACKER Georgia 303 1 8 _ O O -- _-. BATT INSUL. BACKER ROD- PLASTER DRIP USG No. 200-A TRIM Atlanta, HOLLOW METAL ° ° -- I-" BOTH SIDES SCREED -� __ OR EQUIVALENT (BOTH S1 E DOOR SGNEDULE EQUAL METAL TRIM(� r ROD -BOTH SIDES 404.881.8370, 7r FRAME 4 5TOP5 MASONRY O__ -- -__ �Y;�� w w w. z e n n e rOg r8o u p1 c o m _i^ 5IDES) STOREFRONT SYSTEM .: .� •,.:. ,� STOREFRONT SYSTEM 11 � � SEALANT BOTH SIDES SEE GENERAL NOTES. / � NI55EN SERIES 'F' FIXED PANEL 7'-4' AF.5. . :,: ,, SEE GENERAL NOTES. - -- -- --- - - ---- --- -- -- --- --- --- ALUMINUM JAMB T/O 00�- _ MTL. CORNER FULL GLASS PIVOT FRAME BEYCND _ -� ` SEALANT NINGE DOOR TYPE 'D'-.5.._C .i� I_= _=-:`_ -. --- SGNEp. GLARING SLIDING WINDOW SEALANT f---,,- J,__ BEAD TRIM PAINTED, NM. DOOR ®DOOR SCHEDULE SEE DOOR SGNEDULE MTL. LC BEAD T/$/DOOR 3-5/8' STUD 1 7 4' GROUT FILLED SEALANT SEE DOOR —SCHEDULE PAINTED P.M. FRAME -SEE DOOR INSIDE _� 5 8 5�8 N.M. DOOR FRAME - ��4, _ SGNEDULE FRAME SCHED. DOOR DOOR -SEE DOOR HEAD - H.M. FRAME HEAD -SLIDING DOOR - SEE DOOR 53/4' - 6 , SGNEDULE WHICALE: 1-1/2" = 1'-0" IN H SCALE: 1-1/2"= 1-0" SGNEDULE 5 �8' . H.M.FRAME STOREFRONTDH4SCALE:H.M.FRAME HAM FRAME STOREFRONTDH1 STOREFRONT 5 SCALE: 1 1/ 1 �8DH6 _ SCALE• 1-1/2"=1'-0" ®H5 SCALE: 1-1/2" - 1'-0" 1-1/2"=1'-0" 8chads\Door DetallslHonow Metal BCHED81DOofl DETAlL8\STOAEFfloNT DOORS BCHEoBWOOR DETAIL818TOflEFRONT DOORS 5CNED. GLAZING +_ Soheds\Door Detalls\Holow Metal SCHEDSWOOR DETAILB\BTOREFRONT DOORS SohedsWoor Detalls\Ho00w Metal HOLLOW METAL FRAME 4 STOPS STATIONARY GLASS - __ 5/6' G.W.B. ON ROLL -UP DOOR N155EN SERIES 'F' STEEL STUD - 2-1/2' MTL. SLIDING WINDOW ANCHOR I - 5TUD5 a I6' O.C. -:Jj- 5/8' G,WB. ON P::�_.M. FRAME 8' CMU - I-- - 8' CMU OEEISTRUGT. I - ^� BATTBIN5ULA55 3 5/8' MTL- FRAMING - - - _ - ✓^ 8' GMU - - REINFORCED - -- - �-' S/8' G.WB. ON - - /'f ���� i - 8' CMU _ft�- 2-W' MTL. REINFORCED / \\ I _ REINFORCED _ =:! MASONRY - STUDS 16' O.G. U-BLOCK LINTEL _ 1 \� i - - �1 REINFORCED U-BLOCK LINTEL _____r el I 5/8T' G.W.B. lFIREGODE GORE) LINTEL BLOCK ° ° - ,i UJ/ FIBERGLA55 PLASTER CN __ - Ar ON 3-5/8' MTL. STUDS - = BATT INSUL. __ ° ° -- 1 i - - ' MASONRY - LATH ON I/2' PLASTER ON LATH PLASTER W/ DRIP _ - �� - - _ SHEATHING --- - �' ON 1/2' SHEATHING SCREED AT 2 LAYER5 OF __________� jv O° d0 _ __ DOOR 173J) - , - EXTERIOR - O O - 5/8' G.W-B. I i -- =r-' p p --- __ 3-- STUD ° ° - I - O O �- MTL. CORNER -- ° JAMB - H.M. FRAME JAMB -SLIDING MASONRY OPENING --- �` PLASTER - -- �- --- _ - ' �` - _ - _ 7'-4' AF.S. � - MTL. CORNER DRIP SCREED MASONRY OPG. 3-5/8' MTL. STUD I L ° ° BEAD TRIM ° WJ38CALE:1-1/2" = 1'-0" wi 1 SCALE:1-1/2" = 1'-0" • :' _ BEAD TRIM \ 7'-4' AF.5. • ' - - - 7 -4 AF.S.-----------_------- - -_-- -� " . 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JAMB PLASTIC I 55�a, DOOR 5CNED. - _ SCHEDULE - ova' 11 PA58-TNRU 11 NI55EN 5ERIE5 'F' LAMININATE FINISH RECESSED T.O.COUNTER_� SLIDING WINDOW_�_ 1 � I uH.M.FRAME DF18 COILING DOOR 2'-10'AF.F. _ III STOREFRONTDH12H.M.FRAME H.M.FRAM COILING DOOR DH78CALE:H.M.FRAM 1112 r tv - - - LE: 1-1/2"=1'-0" SCALE: 1-1/2"-1'-0" _ _ SCALE:1-1/2"=1'-0" 1-1/2"=1'-0" 1 r 7='-0" SCALE: 1 1/2"=1' 0" 1 SCALE: DF19 SCALE: 1-1/2" 1' 0" Scheda\Door Detala\Hollow Metal 4 I 7 \ DH13 SCALE: R DETA 1 01 8 `y- _ 4/2 / /8, \ 2� 4/8 [251101[ OG�EDBWOOR t?ETALL816TOREFRONT DOORS aoh.ds\Door Detala\Hollow Metal Scheds\Do« DataAa\HolOw Metal $shads\Door Datane\Hollow Metal SCHEDS\DOOR DETAILS\CO1LlNG 6 OVERHEAD SCHEDS\DOOR DETAILBICOILING (OVERHEAD 5/8' G.WB. ON 5/8' G.W.B. ON -_ - : - --_- �_ = _ 3-5/8' MTL. STUDS 3-5/8' MTL. 5TUD5 = - - - - SILL o H.M. FRAMEWSJ SILL -SLIDING *ALTERNATE =__ ��/ 1-1 2" = 1'-0" SCALE:1-1/2" = 1'-0" CONTINUE STOREFRONT = - --- - N 1/ SCALE. / OR CURTAINWALL g TN15 51DE OF DOOR ----==--- -' --= -_ _ __ _ _=_ OUTSIDE __ _� - = = -- _ _ ___ - --=_ 53�4� l SCHEDULED DOOR =1 �- 5/8' G.W.S. ON METAL G.W.B. ON METAL 5TUD5 - � - - _- - - _ PAINTED Nil. FRAME 5/8' G.WB. ON 3-5/8' - STUDS PARSEE TITIONLAN FI PES = REINFORCED U-BLOCK LINTEL ANCHOR TO STUD METAL FRAMING .y /NEW BACKER ROD MTL. CORNER BEAD TRIM - _ - USG N0.2IDID-A OR N_ I 6' SEE 5TRUCT, PU45. _--=-= ---_--__= --- ---- - 3-5/8' STUD SEALANT SEALANT a BACKER EQUAL METAL TRIM __-___ _ _ -- _ -___ _ _- __ SEALANT ON FOAML N1 I. DOOR FRAME - ­ z ROD BOTH SIDES _ _ - _ SEALANT 5CH!^D, GLAZING Gl1.U. BACKER ROD SEE DOOR SCHEDULE STOREFRONT DOOR SHIM AS REQ'D. gEALANT ON BACKER ALUMINUM DOOR = - 0 • --jp� I FRAME BEYOND ALUMINUM DOOR - _ _ � A HOLLOW METAL _- _____ _ ROD -BOTH SIDES - FRAME 4 &TOPS J-BEAD EDGE TRIM SF. DOOR - SEE FRAME BEYOND - - -- -_ . SEALANT Q -_ - STEEL STUD ANCHOR /� STOREFRONT OR SHIM AS REQUIRED BOTH SIDES -=.' / CURTAINWALL SYSTEM SEALANT � PLASTER ON LATH --/ ------ G.W.B. ON 6' ff SCHEDULE SF- DOOR -SEE BOTH &IDES HOLLOW METAL orl 1/2' SHEATHING METAL FRAMING DOOR -SEE DOOR STOREFRONT DOOR SGNEDULE SCHEDULE AND FRAME - 2 PG. ALUMINUM = - - _: FRAME d 5TOP5 - - SEE DOOR SCHEDULE. THRE514OLD AND CARPET SEAM OR - " 6' 4 / ' W51DE RAMP - SET IN BED CHANGE OF FLOOR -- - OF SEALANT JOINT SHALL BE S' C.I'1,U. SCHED. GLAZING = = - _ - H.M.FRAME STOREFRONTDJ1STOREFRONT FLOOR TILE - SEE GENTEREDBELOW _ - = H.M.FRAME SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" DOOR ■ J4SC ALE: 1-1/2"=1'-0" DJ SCALE: 1-1/2"=1'-0' ®J,l FINISH SCHEDULE O ched&1Do« DetaB&\Holow Metal !SCHEDS\DOOR DETAILS\STOREFRONT DOORS SCHEDBWOOR DETAILS\STOREFRONT DOORS - _ 6' Sohada\Door Dslalla\Hollow Metal - �� SEE STRUCTURAL - _ _ _ SILL - H.M. FRAME E DRAWINGS FOR _"HEAD - H.M. FRAME _ VS28CALE: 1-1/2' - 1-0FOUNDATION DETAILS W , SCALE:1-1/2" = 1'-O" (� _- - 8 CMU _ S' C11.U. - _ - a _= ��: V: --,----- . ft--- . 6' _ - _-- REINFORCE AND ST REFRONfi STOREFRONT 8' CMU OR 12' CMU - REINFORCE AND _- -- _ GROUT CELL SOLID SCALE: 1-1/2" = 1'-0" D 1 SCALE: 1-1/2" = 1'-0" __ _ _ SEE 5TRIICT. - -- _ _..--- D - GROUT GELL SOLID � 5/8' G.W.B. ON 8' C.M.U. WALL -- - - - - OOheds\Door Detallsl8t«efront Doors Oohed&\Door Detalls\Storefront Doors _ _ ';COED. GLAZING REINFORCE AND - --' 2-W' MTL. -- Ir1 ` G.W B. ON 2 1/2' _u = GROUT CELL 50LID .- MASONRY JAMB -- STUDS tv 16, O.C. —._�__ _. -- _-, METAL STUDS W/ 1 1/2' ALUMINUM DOOR HOLLOW METAL -- -- _ ___ - _ FRAM( 4 STOPS --- ANCHOR - -_ � J W/ FIBERGLASS FILL AND REINFORCE 4 p o `,� NIGH DENSITY SGNED. DOOR FRAME BEYOND _ _ MASONRY JAMB - ° - ° _ -- BATT INSUL . GELL S AT OYERNEAp _`_ __kffi U = ANCHOR - --- , DOOR JAMBS _ _ _ FIBERGLASS BATT OR OUTSIDE - - - - RIGID FOAM INSULATION 5F. DOOR -SEE = SEALANr __ °o ° - PLASTER W/ METAL ° -,� p o 3 `^ = ALUMINUM _ . - PLASTER W/ METAL n ° I ::�Hl I. FRAME BEYOND SGNEDULE ` BOTH SIDES - ---- - _ = - EDGE TRIM ON EXT. - EDGE TRIM ON EXT. _ - _ (UNLESS NOTED OTHERWISE) THRE5HOLO SET IN _ Y WALLS::� -- --- - WALLS -- - - _��___ CARPET SEAM OR CHANGE BED OF SEALANT _ --- _ _ _ / - - _ - - . �_ CORNER BEAD I OF FLOOR JOINT SHALL BE _ - -_ �' - G1`1.U. - - SEALANT _ . -- . SEALANT �°=- J MTL. CORNER BA KER ROD CENTERED BELOW DOOR CARPET SEALANT ON -SEE FINISH = - �^� __ SCHEDULE - - ___ _-- BEAD TRIM / / -- - GROUT FILLED Hf 1. GROUT FILLED P.M. MTL. LC BEAD 4X4 STEEL ANGLE STOREFRONT DOOR - - - DOOR FRAME DOOR FRAME ANCHORED TO G.1" ,U. = _ - _- AND FRAME -SEE SILL GASKET 0 FIRE SEE STRUCTURAL - V 1 DOOR -SEE DOOR 5%4� 5�4' SEALANT DOOR SGNEDULE RATED DOORS DRAWINGS FOR _ ___ - ., SCHEDULE - DOOR - SCHEDULE SEE DOOR SCN�DI�E - - � OVERHEAD FOUNDATION DETAILS _ .'♦ - - -- ` - - JAMB - H.M. FRAME T REFRONTDS4H.M.FRAME STOREFRONT H.M.FRAMEDJ7H.M.FRAMEDJ6OVERHEAD DOORDJ5S ®SCALE: SCALE: 1-1/2" =,'-0"--�-_:�_� --- --- -__ " �� SCALE:1-1/2" 1'-0" ._ " _ " _ _ SCALE: 1-1/2" 1' 0" __-=7 :.::_ _ -= :: _�_-- .- .._ _, _ SCALE. 1 1/2 1 0 Schsda\Door DetalleWogow Metal OOMde\Door Detalls\Storefront Doors J� SCALE. 1-1/2 -1 -0 SCALE. 1 1/2 0 80hads\Door Detalls\Hollow Metal Scheds\Door Det&W"low Metal door detalls\colling & overhead\overhead door details 4X4 STEEL ANGLE r = ANCHORED TO C.M.U. - _ ... _ _ .-_- _ __ _ .__ .r SCHED. DOOR = - - 3-COAT PLASTER ON OVERHEAD DOOR- _ -- -) SCHEDULED DOOR v - 53/4+ - LATH ON I/2' PLYW'D SEE DOOR SGNEDULE NM, FRAME BEYOND _� -.: L : __ - - _ ----' ' SHEATHING FACE OF G M.U. BEYGr1D ALUMINUM ■ ®I ® _® PAINTED H.M. FRAME 2 LAYER5 OF ^ _-' ANCHOR TO STUD 5/8' G.W.B. '---- --� THRESHOLD SET IN P.T. 2x8 SUB -FRAME BED OF SEALANT 0 - - 3-COAT PLASTER ON --- IS GA STUDS SECURED TO FILLET SLAB EDGE - 3-5/8' STUD 3-5/8' MTL. LATH ON I/2' EXT > ;&;;F=7=-- HEADER ABOVE I' RADIUS, TYP. =- _ - _ _ - - SEALANT STUD GYP SHEATHING ---'� STEEL TRACK AND BREAK Ml_ rAL MATCHING - 1� _ - 0 - -� � ANGLE BY DOOR STOREFRONT F 1 = -It- SEALANT ON FOAM PPP. DOOR �- - l r _,-. BACKER ROD11 FRAME -SEE ___-_-- AMNUFACTURER "" -----� VERIFY TRACK \ SILL GASKET FIRE I n DOOR SCHED. _._---- I CONSTRUCTION W/ DOOR RATED DOORS = 7=7_ _ �__-_ ,)-BEAD EDGE TRIM / CORTlER BEAD _ 1 / , �" _- I MANUFACTURER SEE STRUCTURAL SE CIVIL pUXS -- _ _ _ I ___J DR4WING5 FOR EXT PAYING, _ _ i -_____ ,; STEEL 5 TUD PLASTER ON LATH PLASTER ON LATH ON ANCHOR ABOVE _ ON I/2' SHEATHING •�`-_ J I/2' SHEATHING OVERHEAD DOOR - i C 1 EDGE OF G.WB. HEADER FOUNDATION DETAILS l / / - SEE DOOR SGN1=D. I I " S5__-- _--- _ _ - _ - - - - 1 I -----� DS6OVERHEAD DOOR H.M.FRAME _____ _ - -_- - :-�.�-=_ DOOR -SEE I 1 - ---- --- . - - _ -----=- -=_ METAL PANEL I I 7%8 I O 1 -__------_..._.------------___._ - I I DOOR SCHED. 0 I SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2"=1'-0" =- - _._ :. C""_,_ I l I Ooheds\Dour Det■Ils\Hvllvw Meted -----•--•'- --"" --`--_-""'----'-' 1 8oheda\Door Detalls\Storefront Doors —__ __--__---= -- =—= I = - _ -- _=_ --_ =_ -_ __ ---- - � I STEEL CHANNEL -- == _ - -== - -_-- -_- DRIP GUTTER . - _ _- _= - _ _ _= - _ =- METAL PANELJ H11. DOOR -_ -_ __ _ __ _ -......... -- -_ _= ._�-- - ". _ EDJ10OVERHEAD DOOR COILING DOOR AT STOREFRONT DOOR -SEA DOOR .W-- =-_= ---.- =:--== H . M .FRAME H . M .FRAMC O G FRAME BEYOND -SEE DOOR HI1, DOOR _= -____= ___-__-___ DOOR NEARER EXTEN51ON PO5T = SCALE: 1-1/2"=1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" DOOR SGNEDULE FRAME BEYOND _ ___ _ __ D J 11IDJ9 ___ _ _ _ ___ ____ _ DJ12 SCALE: 1-1/2" 1' 0' = _ - --- --- --- DRIP GUTTER-�� `� Saheda\Door DetWsWollow Metal OcMd&Woor DstallslHolow Metal door detalls\colling 6 overhead\overhend door details SCHEDS\DOOR DETAILS\COILING & OVERHEAD SCHEDULE ALUMINUM DOOR FRAME THRESHOLD SET FLOOR FINISH ALUM. -�� FLOOR TILE - IN BED OF -SEE FINISH THRESHOLD SET =� --- - ---------- _ 2x4 WOOD BLOCKING SEE PARTITION SCHEDULE FOR SEALANT IN BED OF _ - SCREWED TO STUDS PARTITION CONSTRUCTION SEE FINISH SGNEDULE SEALANT _ _ _ - SCHEDULE FINISHED FLOOR TWIN SET TILE - - - - - SEE FINISH - 18 GA STUDS SECURED TO SGNEDULE /r / _ = _ _-_ _ - - -- - H.M. FRAME - 534, 8' GNU _- HEADER ABOVE ___ /_ r _ __ - 1-1/2" = 1'-0" - �'. 8'CMU H.M.FRAME H.M.f�RAME _=___ ____ D== _-D_D== "u"' H 1_ _DS8_ - _______ ___ __ _ _ _-._ SCALE: 1-1/2"-1' 0" SCHEDO\DOOR DETAIL$\STOREFRONT DOORS H.M.FRAME REINFORCE AND G.W.B. CN METAL STUDS - -- �� SCALE: 1-1/2"=ow Me _ - -_ DH14 -` 5/8 G.W.B. ON 2-I/? REINFORCE AND -- Sohede\Do« D&Wls\Holow Metal eohede\Door Det■IlsUionow Metal = -- GROUT CELL SOLID __-- - -� SEE PLAN FOR _ €���� � i - - - SCALE: 1-1/2" = 1'-0" _ __ MTL. STUDS t9 16' GROUT CELL 5OLID � - - - ____- -___ __ _ 8CHED8\DOOR DETAlLSWOREFRONT DOORS .✓ PARTITION TYPE5 -, I I � --_ --_ _ _ ---_ -_� --=- MASONRY JAMB O.C. W/ FIBERGLASS _ __ ----- ---__ _ __� _ ______- ALUMINUM DOOR METAL PANEL ANCHOR ° ` '_ BATT INSUL. (BOTH U5G NO?IDS-A OR MASONRY JAMB _ . - - - ALUMINUM DOOR FRAME BEYOND _ _ _ _ - -== METAL PANEL DO 05T ° - ^ % SIOE5 m DOOR 113J) EQUAL METAL TRIM ANCHOR - a FRAME BEYOND - == �_ -- __ _== _-_ -- _- - --- -- . , POOR P _ ° ° § OF. DOOR OR FULL `W = _-. == SIDE TRIM�a SEALANT _ �^ !� SEALANT ON BACKER _ � _ - -` � -- 5F. DOOR -SEE GLASS DOOR- SEE - _ = _ - __ ' ROD - BOTH SIDES _ f ' - SCHEDULE SCHEDULE SIDE TRIM-�_ ANCHOR - - - . J :--.:.------ 249004 _ _ " - - _ SHIM AS REQUIRED - -- -- _-- ,. rh ALUM. ALUM, ro ect no = =__' _ .._.. O O GROUT FILLED HIh. . .. : J ��MTL. CORNER ' FLOOR FINISH TNRE5NOLD SET FLOOR FIN15H THRESHOLD SET drawn by. rjr DOOR FRAME BEAD TRIM SEALANT ="-T LC BEAD, SEALANT BOTH -SEE FINISH IN BED OF -SEE FINISH IN BED OF checked by: r__v / DOOR P05T DOOR - SEE DOOR MTL. LC BEAD FULL GLASS DOOR GROUT FILLED PP1. SIDES SGNEDULE SEALANT SGNEDULE THIN SETT TILE sheet no.: TYPE 'D' -SEE DOOR FRAME DOOR AND TRACK BY Ix4 WOOD BLOCKING / - ;r SCHEDULE 53�4, SEALANT/� 1 i . a OHO. DOOR - _ ___j[SCHEDULE *1 11DOOR - SEE DOOR 5%' DOOR MANUFACTURER SCREWED TO STUDS SEE SGNEDULE 53/4. SGNEDULE BREAK METAL MATCHING STOREFRONT OHD. FRAME HAM.FRAME DJ168CALE: HM 1FRAME ®J15STOREFRONT DJ14SCALE: H®2®1®RDJ13COILING DOOR AT G.W.R.DS10STOREFRONT S1iOREFRONT1J1 ,"J ■ SCALE: 1-1/2"-1'-0"= SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" 1' 0" Scheds\Door Detalls\Hollow Metal 8cheds\Door Detals\HoBow Metal SCHEDS\DOOR DETA�B\STOREFRONT DOORS Scheds\Door Detatls\HoUow Metal SCALE: .3" 1LS\ 8 r fr n Doors Q SCHEDS\DOOR DETAILS\COILING L OVERHEAD OcMda\DOor DelaAa\8t«efront Doors 8oheda\Door Details\ to s o t DOOR HEAD, JAMB, 8t SILL DETAILS 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com Design Development 10-31-03 Progress Set 12-03-03 Progress Set 02-02-04 FOR CONSTRUCTION 03-22-04 FOR CONSTRUCTION 07-12-04 Zi Revised 08-06-04 22 Revised 10-15-04 © Revised 04-21-05 p_ 4..90.04 drawn by: sec checked by: sheet no.: OL-0 c fl� FINISH SCHEDULES ARCHIVES GENERALOFFICE 201 202 TAG OFFICE 210 LOBBY 208 cc w J PAYROLL 206 J (00cc nC04 J Cm co F_ F- a( Z Z O .-. I A t Vi H.R. 268 OFFICE 209 LOBBY 208 aa: - I - Oc� - -_ r-•r-- �', I - r-- I ON - 7 r t- :215 �- �--t-� + J A N. —F7 213 S# II 221 i 7 PANSION 207 23CALE:1/8" = 1'-0" SECOND FLOOR FINISH PLAN N A drawing symbols: TILE - SEE FIN15N SCHEDULE A103 CARPET - SEE FINISH 5C14EDULE AI03 OSEE FIN1514 NOTES Finish Notes: 1� WRAP COLUMNS W1TN AGM FROM FLOOR TO CEILING - NA TON EXTERIOR 'ACM -I' OWALLS. P-1, BASE: RB-1 OWALLS: U,C-1, BASE: RB-3 Al 4O WALLS: P-4, BA5E: R5-2 OPAINTED SERVICE LANE 5TRIPE5 -- F6A103 SHOWROOM FINISH PLAN 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (0 www.zennergroup.com S �suamo = FOR CONSTRUCTION 07-12-04 QQ Revised 10-15-04 .0 MW ll. 71 - - ._. U- -- L.. - - - " project_na « _---249004 drawn by: sec checked by: sheet no.: N4 SHOWROOM & SECOND FLOOR FINISH PLAN m I 0 0 m DETAIL OFFICE 176 DETAILING,,,,--' SHOP,., --- WINDOW TINTING Ji -7-71 COMPRESSOR/ OIL STORAGE Fl-7-01 SERVICE DEPARTMENT F16_31 Finish Notes: F COLUMNS WITH ACM FROM FLOOR TO CEILING MATCH EXTERIORACM-l' OWALLS: F-1, BA5E: RB-I OWALLS: WC-1, 0A6E.- RJ3-3 CAR Al WASH 4O WALL5: P-4,13A5E., Rf3-2 165o o O 1 PAINTED 5ERVICE LANE 5TRIPE5 OWALL6: P-3, BASE: R0-4 NO FAINT OR FLOOR COVERING - TP415 ROOM ONLr A, 0 0 m E H I CNI- 2 SHOP EQUIPMENT BUFFING SUPPLIES STALL 018-71 185 1 )DICK LUBE F17_41 .......... .. Li Im A u 4 u SHOP EQUIPMENT 75 4 SERVICE DEPARTMENT i Fl-6--31 4 4 I < 4 ff� A L01 E E drawing symbols: TILE - SEE FIN15N 02CNEOULE A103 CARPET - 5EE FINISH SCHEDULE A103 OSEE FINI514 NOTES 0 CNI- 2 CN - 2 Al SERVICE DEPARTMENT F16--3-1 u cy --7— [Ej-g- 0 - A10_4 -1 SERVICE DEPARTMENT YL-SE­R-V-IC--E—D-R-I­V­E— I SCALE:1/8- = 1'-0- ISH PLAN 1`r; N IN FA _u_ %.0 F_ I v 11 14 %J 162 --1 7:2N- 2 EJ 2—E: 0 0 .? I 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (0 www.zennergroup.com FOR CONSTRUCTION 07-12-04 ARevised 10-15-04 Revised 04-21-05 ==_7: 7 o_ 77� __r 7_= -7- — - - - - - - - - - - - - - - - - 7=7: ---------- - ------- __7 *- 77 .7 --- =77- -- ----------- - =0 0- 7-=_ EE _ ® _:__ c. _2 --- 7- 7=-- _c --------- -- - - fn. =LL= o '44 2- 77 7 > ----------- _c_ Ar . . . . . . . . . . ...... drawn by: Sec checked by: sheet no.: CAO PARTS & SERVICE FINISH PLAN STRUCTURAL GENERAL NOTES 1 GENERAL a. All construction shall conform to the 2001 Florida Building Code. Reference to other standard specifications or codes shall mean the latest standard or code adopted and published. b. The structural general notes shall apply except where indicated otherwise on the drawings or in the specifications. A detal shown for one condition shall apply for all like or similar conditions even though not specifically indicated on the drawings. c. Verify all existing conditions, dimensions and elevations before starting work. Notify structural engineer in writing of any discrepancy. d. The contractor is solely responsible for the design, adequacy, and safety of erection bracing, shoring, temporary supports, and all other means, methods, techniques, sequences and procedures of construction. e. Coordinate structural contract documents with architectural, mechanical, electrical, plumbing, civil, and all other consultants. Notify structural engineer in writing of any conflict and/or omission. f. Coordinate and verify floor and roof opening sizes and locations with architectural, mechanical, plumbing and electrical drawings. For additional openings not shown on the structural drawings see architectural and mechanical drawings. g. Review of submittals and/or shop drawings by the structural engineer does not relieve the contractor of the responsibility to review and check shop drawings before submittal to the structural engineer. All submittals must be reviewed and stamped by the contractor prior to submission. The contractor remains solely responsible for errors and omissions associated with the preparation of shop drawings as they pertain to member sizes, detals and dimensions specified in the contract documents. Do not begin fabrication until shop drawings are approved. 2 REINFORCED CONCRETE a. All concrete work shall conform to ACI 301-96, Specifications for Structural Concrete for Buildings. Design is based on AG 318-99, Building Code Requirements for Reinforced Concrete. b. All concrete shall be normal weight 3000 psi compressive strength at 28 days unless noted otherwise. c. Concrete shall be placed at a slump of not less than 4' and not greater than 6". Concrete permanently exposed to weather shall contain between 4 and 6% entrained air by volume. d. The proposed materials and mix design shall be fully documented and submitted for review. Responsiblity for obtaining the required design strength is the contractor's. e. Use of calcium chloride, chloride ions, or other salts in concrete is not permitted. f. Unless noted otherwise on the drawings, construction or control joints shall be provided in slabs on grade so that the maximum area between joints shall be 400 square feet and the length not more than twice the width. g. Unless noted otherwise on the drawings, construction or control joints shall be provided in elevated slabs on metal deck, including topping slabs, so that the maximum area between joints shall be 400 square feet and the length not more than twice the width. h. The location of construction joints shall be approved by the structural engineer. Construction joints shall be thoroughly roughened by mechanical means and cleaned, or prepared as indicated on the drawings. i. Detail concrete reinforcement to conform with ACI 517-66 detailing manual. Submit shop drawings for approval, showing all fabrication dimensions and locations for placing concrete reinforcement and accessories. Do not begin fabrication until shop drawings are completed and reviewed. Detail all concrete walls and beams in elevation unlessspecificallyappro ved otherwise. j. Reinforcing steel shall conform to ASTN A615, Grade 60 unless noted otherwise. k. \Welded wire fabric (mesh) shall conform to ASTN A185 and A82 and shall be provided in flat sheets (rolls not permitted.) Lap fabric a minimum of 6" at each splice. \V\WF shall be placed 1" below top of slab. I. Tie all reinforcing steel and embedments securely in place prior to placing concrete. Provide sufficient supports to maintain the position of reinforcement within specified tolerances during all construction activities. "Sticking" dowels, anchor bolts or other embedded items into wet concrete is not permitted. m. Provide comer bars at all comers and intersections of all footings, beams and walls. n. All reinforcing bars indicated as continuous shall have basic class "B" tension laps. o. All reinforcing steel placement shall be reviewed by a registered structural engineer, or by a representative responsble to him (Re: AG 318, 1.3.1). p. Reinforcing steel shall have the following concrete cover unless noted otherwise: Concrete against earth (not formed): 3" Formed concrete exposed to earth or weather. #5 bars and smaller 1 1/2" q. Do not weld or tack weld reinforcing steel unless approved or directed by the structural engineer. 3 MASONRY a. Concrete masonry design and construction shall conform to Bulding Code Requirements for Concrete Masonry Structures AG 530-99 / ASCE 5-99 / TMS 402-99 and Specifications for Concrete Masonry Construction ACI 530.1-99 / ASCE 6-99 / T1S 602-99. .. b. Load bearing masonry walls are designed in accordance with Chapters 1 and 2 of AG 530. c. Concrete masonry units shall be light -weight hollow load bearing units ASTM C90 Grade N, Type II, f m of 1500 psi and a net strength of 2000 psi on net cross -sectional area of CMU determined in accordance with ASTM C140. d. Mortar shall comply with ASTM C270, Type M or S. Standard mortar bed joint thickness shall be 3/8" and in no case shall exceed 5/8" thickness. e. Provide grout for reinforced masonry in accordance with ASTM C476 with minimum compressive strength of 2,500 psi unless noted otherwise. Pea gravel concrete with a minimum compressi­strength of 3000 psi may be used in lieu of grout only with approval by the structural engineer of record. f. Lay masonry units in running b-,1 t-.: unless noted otherwise. g. Provide ladder type horizontal joint reinforcement complying with ASTM A82, number 9 gage or heavier, zinc coated, placed 16 inches on center unless noted otherwise. Use prefabricated L's and T's at comers and intersections. Lap reinforcement 12 inches minimum. h. Wbere walls are to be grouted maximum height of lift shall be 5-0". For CMU walls 8" or wider the maximum height of pour shall be 12'-0". For narrower walls the maximum height of pour shall be governed by Table 7 of AG 530.1. Consolidate grout in accordance with paragraph 3.5.E of AG 530.1. \dolls greater than 5'-0" in height must have inspection holes at the base of the wall. i. Lap vertical masonry wall reinforcing - See Schedule on Sheet 51.1. j. Vertical control joints shall be bult into all masonry walls not retaining earth. Joints shall be located at three times the wall height but not farther apart than 50'-0" on center nor closer than 25'-0" on center or as indicated otherwise on the architectural drawings. k. Provide minimum 1 #5 vertical, grouted full height, at each side of openings and at all ends and comers of walls. I. Sides and tops of masonry wall panels shall be anchored to structure by dovetail anchors, metal straps, or equivalent unless noted otherwise. 4 5TRU CTURAL STEEL a. Structural steel detailing, fabrication and erection shall be in accordance with the latest edition of the "Manual of Steel Construction" of the American Institute of Steel Construction. b. Submit shop drawings prepared in accordance with AISC Manual "Detailing for Steel Construction", 1983. Do not begin fabrication untl shop drawings are completed and reviewed. c. When specifically not detailed on the design drawings, provide the following beam connections: 1. \Vhere beam reactions are shown, connections shall develop the reaction given. 2. \Vhen beam reactions are not shown, connections shall be designed to support one half the total uniform load capacity shown in the allowable uniform load tables, Part 2 of the AISC Manual, for the given beam, span, and grade of steel specified. 3. \Vhere reactions are subject to eccentricity, such eccentricity shall be taken into account. d. Structural steel shall conform to ASTM A992 for wide flange shapes and ASTM A36 for angles, plates and channels. Cold formed, welded and seamless carbon steel structural tubing in rounds and shapes shall conform to ASTM A500, Grade D. e. Steel pipe shall conform to ASTM A53, Type E or S, Grade B. f. All connections, except those indicated on the drawings as welded shall be make using 3/4" diameter ASTM A325 bolts. Exclude threads from the shear plane. Bolted connections shall be assembled and inspected in accordance with the requirements of AISC "Specifications for Structural Joints Using ASTM A325 or ASTM A490 Bolts." g. Anchor bolts shall conform to ASTM F1554, Grade 36 unless noted otherwise. h. Structural steel shop drawings shall give complete welding information using A\WS symbols. \Welding electrodes shall be type E70XX. Use prequalified welded joints as per AISC and A\dS D1.1, Structural \Welding Code. Use only certified welders; proof of certification shall be maintained and avalable at the job site. i. All bearing plate anchors shall conform to the drawings and be A36 steel or welded studs. Reinforcing bars shall not be used as anchors. j. Do not use gas cutting torches for correcting fabrication errors in the structural framing. k. Provide temporary bracing of structural framing until all permanent bracing, moment connections and floor and roof decks (diaphragms) are completely installed. I. Paint structural steel in accordance with the project specifications. Do not paint steel surfaces to be encased in concrete or receive sprayed on fireproofing, connections designated as friction type, or surfaces to be welded. Steel surfaces receiving welded studs in the field shall not be painted. m. Provide an allowance of 5% of structural/miscellaneous steel to be fabricated and placed during progress of the work as may be directed by the structural engineer in addition to all steel indicated on the contract documents. Credit any unused quantity at the end of the project. 5 OPEN \VED STEEL... JOISTS AND JOIST GIRDERS, STEEL DECKING a. Steel joists and joist girders shall be fabricated and erected in strict conformance with the latest edition of "Standard Specifications and Load Tables for Joists and Joist Girders," of the Steel Joist Institute (SJI). b. Provide bridging in accordance with 5d recommendations. Add "X" bridging to the second bay at - e 4 or more rows of e 'de e continuous run of X brid in near mid an whet each end of each run of horizontal bridging, and ever sixth bay in between, Prove on c u g g mid -span 9 g Y Y bridging are required. c. Design joists for a net uplift per Joist Uplift Diagram. d. Install bridging immediately after erection and permanent fastening of joists. Install bridging before construction loads are applied to joists. Permanently attach lines of bridging to walls or beams where bridging terminates. \Weld bridging to joists. e. Contractor shall coordinate joist spacing with mechanical requirements. The average space between any three joists shall not be greater than that shown on the drawings . Roof joists shall not be spaced farther than 5-0" apart. f. Provide double joists under masonry walls parallel to joist framing for masonry wall on steel framed floors. g. Unless noted otherwise, provide double joists under all mechanical equipment supported by the roof. h. Fabrication and erection of steel decking shall conform to the latest edition of the Steel Deck Institute Design Manual for Composite Decks, Form Decks and Roof Decks as applicable to the project. i. See drawings for steel deck type and gage. j. Unless noted otherwise, all steel decking shall have a galvanized coating conforming to ASTM A325, G60. k. Do not permit erection of decking until joists are braced, bridged and permanently fastened. IV `n n I. Steel deckingshall be erected in strict compliance with the manufacturers recommendations. TYP1'J Y 6 STEEL STAIRS a. Submit shop drawings for fabrication and erection of stair work. Include plans, elevations, sections and details for complete fabrication of the stair. Show anchorage and accessory items to structure. Such stair shop drawings shall bear the seal and signature of a Professional Engineer registered in the State of Florida. b. Steel stair fabricator/designer is responsible for the lateral stablity of all stairs. Any attachment to structure for such lateral stablity must be verified with the Engineer of Record. c. All stairs indicated on drawings are to be made of steel stringers and steel pans filed with concrete. All of the stair components must be designed for 100 psf live load in addition to the dead load. d. Submit design calculations for the stairs with the shop drawings, calculations shall bear the seal and signature of a Professional Engineer registered in the State of Florida. e. Stair structure braces the masonry wall in the two story area - see detail 8/53.3 for more information. 7 COLD FORMED METAL FRAMING a. Design of cold formed members and connections is the sole responsibility of the Contractor. Size and gage of cold formed framing is shown for information purpose only. Show size and gage of members and all connections in shop drawings sealed by a professional Engineer licensed in the state of Florida. b. Material used for all studs, joists, etc., shall be hot dip galvanized steel ASTM A446 with a minimum yield strength of 33,000 psi for all 33-mil (20 gage) and 43-m1 (18 gage) members and 50,000 psi for all 54-ml (16 gage), 68-mil (14 gage) and 97-mil (12 gage) members. c. All screws shall be a minimum of 3-12 type, cadmium or zinc coated. d. Installation shall be in accordance with manufacturers written or published recommendations. e. Do not cut framing to install plumbing or wiring without reinforcing the member to provide a member of equal or greater strength than before cutting. f. Provide lateral bracing at 36" on center maximum in stud walls immediately after erection. Bracing shall consist of 1 1/2" cold -rolled channels inserted through stud web holes and screw attached or welded to each stud using 1 1/2" x 2" 54-m1 (16 gage) clip angles. Length of clip angles shall be stud width less 1/4'. g. All framing shall meet all applicable building codes as a minimum. h. All studs and joists to be of Unimost 3162 style or equivalent. i. Installation of curtain wall framing shall accomodate vertical displacement of primary structure. j. The design of slip tracks shall conform to guidelines established in SSMA technical note No. 1 published January 2001. 8 FOUNDATION AND SLAB- ON- GRADE a. The design of foundations, retaining walls and slab on grade is based on the criteria established in the geotechnical report by Professional Engineering Consultants dated December 17, 2003. b. If after excavation, the condition of the soil indicates a safe bearing capacity less than that stated in the geotechnical report, the architect shall be notified and the footings revised if necessary. Column footings and wall footings shall be poured monolithically with adjacent footings at the some elevations. All footings shall bear on original undisturbed sol where possible. Coordinate top of footing elevations with plumbing requirements. All fill within 10 0 of the building limit shall becompacted to 95 % Standard andard Proctor. Maximum edlift Is 6 inches. ches. c. If any interference appears between existing foundation and specified design, the architect shall be notified and design shall be revised as required. d. Geotechnical engineer shall verify condition and/or adequacy of all subgrades, fills, and backfills before placement of foundations, footings, slabs, walls, etc. e. Owner shall commission a geotechnical exploration of the site and provide a copy of the geotechnical engineer's report to the structural engineer. The geotechnical report shall conform to section 1803 of the 2001 Florida Bulding Code. The structural engineer shall be notified for enough in advance of the start of construction to design and draw all necessary changes to the foundation and slab design which are required due to one, or any of the following: insufficient soil bearing capacity, presence of expansive soils or high water table, potential for large settlements, or in response to any other recommendations provided by the geotechnical engineer. f. All organic sols should be removed and replaced with clean, compacted structural fll. Place fill sols in maximum 6" (loose) lifts at moisture contents as described in the geotechnical report. Field density tests shall be made as described in the geotechnical report to verify adequate compaction and to verify the design bearing pressure. g. Sides of foundations shall be formed unless conditions permit earth forming. Foundations poured against the earth require the following precautions: slope sides of excavations as approved by geotechnical engineer and clean up sloughing before and during concrete placement. h. \Vhere footing steps are necessary they shall be no steeper than one vertical to two horizontal. i. Backfll against walls shall be deposited evenly against both sides of the wall until the lower finished grade is reached. 9. LIGHT GAGE METAL ROOF TRUSSES a. Performance requirements: AISI "Specification": Calculate structural characteristics of cold formed steel truss members according to AISI's "Specification for the Design of Cold Formed Steel Structural Members, 1986 (1990)." b. Structural Performance: Design, engineer, fabricate, and erect cold formed steel trusses to withstand specified design loads within limits and under conditions required. 1. Design Loads: As specified. 2. Deflections: Live load deflection meeting the following a) Roof Trusses: Vertical deflection less than or equal to 1/240 of the span. 3. Design framing system to provide for movement of framing members without damage or over stressing, sheathing falure, connection falure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient Components and Gadding temperature change (range) of 120 deg F (67 deg Q. Design \\Ond Pressures c. Submit manufacturer's product data and installation instructions for each type of cold formed steel framing and accessory required. d. Submit shop drawings showing members, type, location, spacing, size and gauge of members, method of attachment to supporting members and all necessary erection detals. Indicate supplemental bracing, strapping, splices, bridging, accessories and details required for proper installation. e. Submit detailed floor truss and roof truss layouts. f. Submit truss drawings, sealed and signed by a qualified registered Professional Engineer in the State of Florida, verifying truss' ablity to meet local code and design requirements. Include: 1. Description of design criteria. 2 Engineering analysis depicting member stresses and truss deflection. 3. Truss member sizes and gauges and connections at truss joints. 4. Truss support reactions. 5. Top chord, bottom chord and web bracing requirements (temporary and permanent bracing). g. During construction, adequately distribute all loads applied to trusses so as not to exceed the carrying capacity of any one truss or other component. h. Erection of trusses, including proper handling, safety precautions, temporary bracing and other safeguards or procedures are the responsblity of the Contractor and Contractor's installer. i. Exercise care and provide erection bracing required to prevent toppling of trusses during erection. j. Truss design Loads: Roof Trusses: Top Chord LL = 20 psf. Top Chord EL = 10 psf. Dot Chord Et_ = 5 psf. A B C D 1 10 10.0 -21.8 1 20 10.0 - 21.2 1 50 10.0 - 20.5 1 100 10.0 -19.9 2 10 10.0 - 36.5 2 20 10.0 - 32.6 2 50 10.0 - 27.5 2 100 10.0 - 28.1 3 10 10.0 - 55.0 3 20 10.0 - 45.5 3 50 10.0 - 33.1 3 1 00 10.0 - 23.6 4 10 21.8 - 23.6 4 20 20.8 - 22.6 4 50 19.5 - 21.3 ::J 4 100 18.5 - 20.4 5 10 21.8 - 29.1 5 20 20.8 - 27.2 5 50 19.5 - 24.6 51 1001 18.5 - 22.6 Total Load = 35 psf. Trusses to be designed for the lateral loads per chapter 16 of the 2001 Florida Bulding Code in addition to the loads described COLUMN A : ZONE PER FIGURE 1606.2(c) IN THE above. 2001 FLORIDA BUILDING CODE. COLUMN 6 EFFECTIVE \VEND AREA IN SQUARE FEET 10 DESIGN LOADS COLUMN C MAXIMUM POSITIVE PRESSURE IN a. Live Loads POUNDS PER SQUARE FOOT Roof': 20 psf Live Load Floors Lobbies 100 psf / 80 psf Second Floor COLUMN D MAXIMUM NEGATIVE PRESSURE IN POUNDS PER SQUARE FOOT Corridor 100 psf Office 50 psf + 20 Partition Load Garages 100 psf Storage/Parts 125 psf Meeting & Break Rooms 100 psf b. \Wind loads Basic \\And Speed: 110 mph \\find Load Importance Factor. 1.0 \Vnd Exposure: B Components & Gadding - See Table c. Seismic loads Seismic Loading Not Required d. Snow Loads Ground Snow Load Not Required '� Q TYP 36/7 4 - SL 30,-0" TIT 30' - 0" L- I I I TYP 20'- I I I I I I L_-J 36/ 7 4 - SL COLUMN SCHEDULE MARK SIZE C1 HSS 4x4x1/4 C2 HSS 4x4x3/8 C3 HSS 5x5x1/4 C4 HSS 6x6x1/4 C5 HSS 6x6x5/16 C6 HSS 6x6x3/8 C7 HSS 8x8x1/4 C8 HSS 8x8x5/16 C9 HSS 1Ox1Ox5/16 CIO \W1461 C11 \W14x53 C12 HSS 10x10x3/8 C12A HSS 10x1Ox1/2 C13 \W14120 NOTE: SEE 53.3 FOR BASE PLATE AND ANCHOR ROD INFORMATION MASONRY VERTICAL REINFORCEMENT LAP LENGTHS BAR SIZE 8" CMU 12" CMU #4 26" 25" #5 35" 33" #6 55" 52" #7 - 61" #8 - 72" CMU LINTEL S CHDu LE NON -LOAD BEARING CMU OPENING \VIDTH \WALL THICKNESS AND REINFORCEMENT MIN MAX CONCREfE BLOCK / CONCRETE LEFTH 8" WALL 0- 2'-0" 7-5/8" 1 9 4 DOT 2'-0" - 3'-6" 7-5/8" 1 # 4 DOT 3'-6" - 5-0" 7-5/8" 1 # 5 BOT 5-0" - 6'-6" 7-5/8" 1 # 7 DOT NOTE: PROVIDE 8" BEARING EA. END ALL LINTELS. IM AN Efflomay a MEMIMENEENE ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: PO 0 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 FOOT N G S CL t MARK SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT REMARK F2.5 2'-6" x 2'-6" x 1'-0" 3 #5 EACH \dAY NA THICKENED SLAB F3 3'-0" x 3'-O" x 1'-4' 3 #5 EACH \WAY 3 #5 EACH \WAY F3A 3' - 0" x 3' - 0" x 1' - 0" 3 #5 EACH \\fAY NA THICKENED SLAB F4 4'-0" x 4'-0" x 1'-4" 5 85 EACH \WAY 5 #5 EACH \JAY F4.25.: 4'-3" x 4'-3" x 1'-0" 5 85 EACH \VAY NA THICKENED SLAB F4.5 4'-6" x 4'-6" x 1'-4' 5 85 EACH \\fAY 5 95 EACH WAY F5.5 5-6" x 5'-6" x 1'-4' 6 95 EACH \WAY 6 #5 EACH \WAY F6 6'-0" x 6'-0" x 1'-4" 7 15 EACH \WAY 7 #5 EACH \JAY F7 7'-0" x 7'-0" x 1'-4" 8 #5 EACH \VAY 8 #5 EACH \WAY F7.5 7'-6" x 7'-6" x 1'-6" 8 #5 EACH \dAY 8 #5 EACH \VAY F8 8-0" x 8'-0" x 1'-4' 8 #6 EACH \dAY 8 #6 EACH WAY F8A 8'-0" x 8'-0" x 2'-0" 9 #6 EACH \dAY 9 #6 EACH WAY F9 9'-0" x 9'-0" x 2'-3" 10 #6 EACH \dAY 10 #6 EACH \dAY F10 10'-0" x 10'-0" x 2'-3" 10 #6 EACH \dAY 10 #6 EACH WAY F13 13'-0" x 13'-0" x 2'-3" 13 86 EACH \dAY 13 #6 EACH \dAY F14 14'-0" x 10'-0" x 1'-4' 15 #5 SHORT 10 #5 LONG 15 10 #5 SHORT #5 LONG NOTE: FOUNDATIONS DESIGNED FOR A SAFE BEARING CAPACITY CIF 3000 PSF PER GEOTECHNICAL REPORT BY PSI CONSULTANTS DATED DECEMBER 17, 2003. LINTEL SCHEDULE FOR LOAD BEARING MASONRY WALL MASONRY OPENING 8 NON' LINTEL SIZE REINFORCEMENT 12 NON. LINTEL SIZE REINFORCEMENT UP TO 3'-4' 8"x8" 1 #5 12"x8" 2 #5 TO 6'- 8" 8%16" 1 96 12" x16" 2 #6 6'-9" TO 10'-0" 8"x24" 2 46 12"x24" 2 87 NOTE: 1. PROVIDE 1'-4' MIN. BEARING AT EACH END. 2. FILL (2) CELLS w/ GROUT FROM BEARING TO FOUNDATIO ON EACH END OF BEARING. PROVIDE REINFORCING SAME AS THE \WALL REINFORCEMENT IN CELLS w/ MATCHING DOWELS TO FOUNDATION. 3. PROVIDE (2) VERTICAL BARS CONT. w/ MATCHING DOWELS ON EACH SIDE OF BEARING FOR OPENINGS UP TO 6'-8". SIZE OF' VERTICAL BAR TO MATCH \BALL REINFORCING. 4. PROVIDE (2) VERTICAL BARS CONT. w. MATCHING DOWELS ON EACH SIDE OF BEARING FOR OPENINGS UP TO 10'-0". SIZE OF VERTICAL BAR TO MATCH \WALL REINFORCING. 5. PROPERLY DESIGNED PRE- CAST LINTELS MAY BE SUBSTITUTED IN LIEU OF CAST IN PLACE LINTELS. 6. SEE PLAN FOR STEEL BEAM LINTELS FOR OPENINGS LARGER THAN 10'-0". PROVIDE 1'-0" MINIMUM BEARING AT EACH END w/ 7x 1'-4' BEARING PLATE. FIELD WELD BEAM BOTTOM FLANGE TO BEARING PLATE w/ 3/16" FILLET \VELD (4' MINIMUM EACH SIDE). PROVIDE (2) VERTICAL BARS CONTINUOUS w/ MATCHING DOWELS ON EACH SIDE OF BEARING AND (2) CONTINUOUS ON EACH SIDE. D.D D.{ I 36/7 3 - SL I 36/7 3 - SL - - O 36/4 3 - SL -L L - - - - 36/7 3 - SL TYP TYP 36/7 3 - SL TYP 20'- 0" 20'-0" _ _ 20'-0" 20 -o I I I I_ 36/4 3- SLI 36/4 3- SL I ff)� I rf ff) I ro I V) ICI L L-__-1 L__J II 36/7 3 - SL II y 3 2D 1.6 7 I 36/7 3 - SL I /r15-0 _ G 36/7 3 - SL - DECK FASTENING DIAGRAM 0 - - - - - - - -- - - NOTE- X-SL INDICATES NUMBER OF #10 TEK SCREW 51IXLAP FASTENERS PER SPAN O O O O G 1" EXPANSION JOINT - ---Q „ 6 RIBS C� 6 = 3-0 � JOIST \BIND UPLIFT DIAGRAM _o 36/7 - INDICATES PATTERN FOR H12 TEK SCRE\VS NOTE: - NET UPLIFT 18 psf 02 - NET UPLIFT 24 psf 36/4 - INDICATES PATTERN FOR 812 TEK SCRE\VS 0 - NET UPLIFT 37 psf tion I I Ick � I U UU 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ®waad�aae�e��9vle pq ®o (p 00 o 008.01 ® j/ ° o �� d Ad-v C.t ate. o ° �,9BG�3�ilF0O,op/° o ��� �0,�•a ® f 9g�Q COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 02003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 A REVISED 04-21-05 _�roje no _- 2 Q47 drawn by: BPC checked by: BP sheet no.: OPF STRUCTURAL GENERALNOTES & SCHEDULES oft AN mummwh SWANN WENNNEW mmmmommmus ENGINEERING COMPANY FOUNDATION PLAN 1/8" = 1'-0" \� TYPICAL EXTERIOR 12" LOAD BEARING CNU \\/ALL (fm = 1500 psi) w/ 98 ® 40" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 4 #8 IN FULLY GROUTED CELLS \01-M MATCHING DOWELS AT WALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAN w/ 2 #5 CONT. IN FULLY GROUTED CELLS AT TOP OF \\/ALL, AT JOIST BEARING, AND AT 14'-O" AFF. \/2 TYPICAL EXTERIOR 8" LOAD BEARING CNU WALL (fm = 1500 psi) w/ #6 ® 40" VERTICALS w/ MATCHING DO\VELS IN FULLY GROUTED CELLS. PROVIDE #9 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 96 IN FULLY GROUTED CELLS \VITH MATCHING DOWELS AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAN w/ 2 85 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 12'-0" AFF. \/3 TYPICAL INTERIOR 8" LOAD BEARING CMU WALL (f m = 1500 psi) w/ 95 ® 40" VERTICALS w/ MATCHING DO\\/ELS IN FULLY GROUTED CELLS. PROVIDE #q GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 #5 IN FULLY GROUTED CELLS \\ATH MATCHING DOWELS AT WALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAM w/ 2 #5 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 14'-0" AFF. \/4 TYPICAL INTERIOR 8" NON -LOAD BEARING CMU WALL (fm = 1500 psi) w/ #4 ® 48" VERTICALS w/ MATCHING DOWELS IN FULLY GROUTED CELLS. PROVIDE 99 GA HORIZONTAL REINFORCEMENT 16" o/c VERTICALLY. PROVIDE 3 #4 IN FULLY GROUTED CELLS \VITH MATCHING DO\VELS AT \\/ALL CORNERS AND INTERSECTIONS. PROVIDE 'U' BLOCK BOND BEAN w/ 2 #5 CONT. IN FULLY GROUTED CELLS AT TOP OF WALL, AT JOIST BEARING, AND AT 12'-0" AFF. \\/5 LIGHT GAUGE METAL STUD WALL- 6005162-54 0 12" OR 16" o/c (6"-16 GA) MAXIMUM UN13RACED LENGTH = 14'-0". CJ: CONTROL OR CONSTRUCTION JOINT. n3 n2c3 n2&n2ln2& n24 n23 n22 2.1 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. 7331 - 0" 2'- 1/2" 25'-0" 24'-0" '-10 1/2' 11'-1 1/2" 11'-2 1/2" 6'-1 1/2" 5'-7" 4 4' 20'-2" 20'-7" 1'-6" MATCH LINE 32.3 0 N A.8 Aq 4'-0» , DP OF CLEAR B TYP. F~�ti� y ti� F°' S3 2 W5 I'IATCI� LINE 52.1 S3.1 B 0 Q c R Al I ¢ I -cC°v 4 I 'cNp 8'- 4 1/2" 8' 4 1/2" o I v- 10 S3.1 o ❑ nh o C u COORDINA LO A1101 FOUNDATI S AIL AREA PO S \ TH ARCHITEC RAL AND MANUFACTURER DRA S A A CTUA NG <; N SALES Q- ENDED SALES AREA POST INTO C UMN FOOTING 0 I cNv \ ot N I N -THICKENED SLAB ® STAIR STRINGER - SEE DETAIL 16/53.1 4 S3.2 o Q h Ion I In CV I fi N CV 7' 4„ 1 I -► a - 3/4 „ 4 I C SU GR BARRIER \\/\ 1" S3.1 o I N �I N D.2 SLAB ON PREPARED OVER 6 NIL VAPOR ROVIDE 6x6 \\/1. 4x\V1.4 0\\/ TOP OF SLAB Z Z � 1 � Q- N 3 COORDINATE LOCA-n11 AND FOU ATONS 5 S3.2 DETAILS AND SALES ARCHITECTURAL AND A EA POSTS ANUFACTU \\/ITH AG ER DRAM AL GS. - _ a E.2 INDICATES COLu N ISOLATION PO TYPICAL ° a a ° o X%' C, u' 9X_ � /N O I u- 10 8'-4 1/4' 8'- 4 1 4 S3. 2 P. 8'-4 1/4' 8' 4 1/4' O h 4' m - /41 5 S3.1 9 S3.2 I) Lo TYP F.2 ' ❑ ❑ /5M\/ALK SLAB - SEE ARCHITECTURAL DRA\uINGS _ FOR CONTROL JOINT DETAILS ° �I N BRED 00 \FOR x\\/2.1 SLAB F.9 q 53.1 C Q- 9 SIN. N S3.1 b ' 13 53.2 C•2 12'-0" I �,. I CJ `t 4' DEPRESSED SLAB 9 \\/3 S3.1 N \\/2 ' THICKENED SLAB STAIR STRINGER - SEE DETAIL 16/53.1 I � a-. I 00 r-, G,g \\/2 RAIL AT STAIR TO BE BRACED 12 11 BY STAIR STRINGER AND LANDING S3.1 S3.1 PER DETAIL 8/53.3. SIN r(c,'J)] F�3. 3 S2.3 52.2 f 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com d 49 sQ� 411 .J gas. 000, a �,00 �a .Opp' o °O0e°uu°aQ v tti ®Qy0®� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2003 THE ZENNER GROUP, INC. I= is_rygef PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 FOUND. REVISION 03-28-05 Q REVISED 04-21-05 -9 A � 4 e q e _ C e Leo ct=na. - -2490 drawn by: BPC checked by: BP sheet no.: FOUNDATION ►�LI�/'I PLAN 7D 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ���L-_ ®oe®��'aAna �✓✓�� �°eooeuaa .. ,,�0 B��'fl9��J�99799s�0 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. cQ 2003 THE ZENNER GROUP, INC. 1f PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 � FOUND. REVISION 03-28-05 REVISED 04-21-05 9 6 a 9 gg �� 3 i 9 _P e 4909A- drawn by: BPC checked by: BP sheet no.: Air FOUNDATION PLAN jL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _a--e-� , '��a��g0 AeAa�oaaao�®® ° �Q��o � ma's /� d •'� O �V - L {r1 " 9 ' �1•�� ( J �®U�9d�fs99ay�aa0°���, COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c@ 2003 THE ZENNER GROUP, INC PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISIONS 09-27-04 A REVISED 04-21-05 G ;Proieet_no= 249004 drawn by: BPC checked by: BP sheet no.: u AIM FOUNDATION PLAN AM mbmmwk 110001111011 NNINIIIIIIIINININ E! mmommmmiffiffimm ENGINEERING COMPANY ROOF FRAMIN G 1/8" = 1'-0" 1. JOI5T SPACING NOT TO EXCEED 5-0". 2. BRIDGING SHOWN FOR INFORMATIONAL PURPOSE ONLY. JOIST MANUFACTURER TO DESIGN BRIDGING FOR \VIND UPLIFT FORCES SHOWN ON "\VIND UPLIFT DIAGRAM" ON SHEET 51.1. 3. JOISTS ® CAR\\/ASH AREA TO BE PAINTED \VITH RUST INHIBITIVE PAINT. 4. C = 8.Ok INDICATES ADDITIONAL AXIAL CONPRESSION FORCE IN TOP CHORD OF GIRDER OR JOIST. 5. ® RTU-10 DENOTES LOCATION (f2'-0") OPERATING \\/EIGHT AND OVERALL SIZE OF ROOF TOP (0.8 kips) MECHANICAL UNITS AND EQUIPMENT. IF NO WEIGHT IS GIVEN, UNIT WEIGHS 200 Ibs OR LESS. FOR FRANING DETAILS SEE 1/53.3 THRU 4/33.3. JOIST NFGR TO DESIGN JOISTS FOR RTU LOADS IN ADDITION TO DEAD & LIVE LOADS. 6. CONCENTRATED, AXIAL, UNIT, LOADS FROH KICKERS AS INDICATED ON SECTIONS AND LINE LOADS INDICATED ON PLAN ARE NOT INCLUDED IN THE JOIST SIZE AND JOIST GIRDER LOAD DESIGNATION AND SHALL BE INCLUDED IN THE DESIGN. 7. ALL INTERIOR NON LOAD BEARING CMU \VALL5 TO BE BRACED BY ROOF STRUCTURE IN ACCORDANCE \VITH DETAILS 10/33.5. COORDINATE \KITH ARCHITECTURAL DRA\NING5 FOR SUCH \\/ALL LOCATIONS AND TOP OF WALL ELEVATIONS. Q ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB PAINTED DECK. SEE "DECK FASTENING PLAN" ON SHEET 31.1. O 1 1/2" DEEP 22 GAGE INTERMEIDATE RIB GALVANIZED DECK - SEE "DECK FASTENING PLAN" ON SHEET 51.1. * INDICATES BEAN BOTTON FLANGE BRACING - SEE DETAIL 12/53.7. ** INDICATES 5" JOIST SEAT. T/S INDICATES JOIST BEARING ELEVATION TYP. HATCHED WALL INDICATES LOAD BEARING CNU \\/ALL. 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: (770) 908-9908 Fax: (770) 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 5 4 3 2.9 2.8 2.1 2.ro 2.4 2.3 Y22 2.1 2 1 20' - 7" 19'- 9 1/2" 20' -1 1/2" 30'-1" 2'- 1 1/2" ?0'-0" 25-0" 24'-0" '-10 1/2' 11'-1y2" 11'-2 1/2" U-1 1/2" '-6 7/8' 4'-4' 20'-2" I 1 16K3 UNF 32.6 JMATCH _ 0 E 51m 16K3 MATCH NF 32.4 16K3 T S = + 27 - 4" (HIGH) T/S = +19'-3 1 2" )(LO\\/) 13 53.4 2 S3.4 N \V14x43 (HIGH) \V14x43 (HIGH) 6x36 HI GH \N16x36 HIGH \V16x40 HIGH B 12x * \\/14x43 (LO\\/ \V14x43 (LO\\/) *6x * T S = + 28' q" (HIGH)1 30K8 0 t o .� v- SS 1 TUB x 10x 1 = + 15 4 (L - 0 5 V HSS 10x /�I (LO\) HSS 1 q/1 (Low) T/S - II ao \ �' LO OI m `° (0 *\V16x26 _ T/3 = +20'-q 1/2" 20 - 5 N S3.5 - + m 3OK8 II XLO t\- SLOPE_ 3OK8 O i �o N N E 1/4' /FT co x o O 3OK8 \\/18 35 * \V24104 � coo B.ro i 5 = °p 3OK8 - N 2 3 SLOPE +1q 3 1 cv 16" /FT q x a • 5 3OK8 X R T- 7 kips) _ - *\V16x31 C (1.5 RTU-5 II * 30K8 15 S3. � -- Q 00 5 1.5 kip) m o in 6 m r' r o o _=_ --�� -C �C @- 30K8 * * NLI o � � Ln o `e � co u) L0 u-� L0 � � L0 S .� �C C TOYOTA PORTAL SIGN O ., N c\i N N (V N N < O ON O N N O C_7 \ ENGINEERED BY OTHERS o 30K8 O .. X x :ram-� - - - di u� o`�'`o r+ x o x o " C°�+ I N N - N I N L11RTU 3OK8 o (.5 kip) o . v- LO > o T/ _ c I 3OK8 19 - 3 1 1 30K8 /� Zx q * * ~ * * * * \V33x1 LO\\/ ( ) 3 4" - / \V16x` 6 HIGH \V16 26 (I b \ 6x36 (HIGH OWN- \V16x36 (HIGH H C2 \V18 LO\ d- o x 2"� 325 R N T S= j L0 L0 0 N N 30K8 - j 1 X- LOW T ACE HI G S 4 29' -10 1/2" � 17 V12x22 p 2 R TU 16 r i Il_I LI--I \\/8X18 HaST BEAM (1.38 x kips) o II OPEN Z 3OK8 * * rC cn O \L O u� )C O �n L O �n O u 0 O u� Y6 u� O �n � �n Q �n O I- ^ O X p � o I % N N N N N N * OU 00 X orb CID 3OK8 ; Oo 7 9A 15 co SLOPE 3 S3.4 I �• 4 3/16" / SLOPE 1/4'/FT r Lo r i cxo 30K8 r ou o q 2" 325 R 0\V �8A 3OK8 X- B CE FR S3. 4 \V12x LOW HI GH R x N T/5 = +28'- 0 1 2" o > > - o 30K8 \� 19 C2 I ` \ 16x (I GH) C2 V16x36 (HI G T 19 - 3" \V18 55* Ln cJ `f c� LO ci i I `r HIGH \ 6x26111 GH T * * * * * 3/4' * 2 RTU-15 (1.38 kips) 5 = * * \\/33 * * 141 LO\\/) * � \ LO \\/16x26 (HIGH) ® 30K8 0 19' RTU 3 1 2" 3 T S - + 19' - (LO\V) 1 4" 8 T = + 20' 2 1 2" 0 Lo S3. 3 > in .4 ccf VI _ ., 1.38 kips) Ln 14 Q S3. m + (0 30K8 x X _;-•--__"_ 6 � '_ ---__ ,--` �=-� 53.7 � - � �- 0 -_ - r- - -�� ----- ------_ `'-. ::� \ ::� �:� O p . J ice=. � S3. 5 3 Ln � � \ I u �, Ln v y cn cn cn y Ln � Ln k Lc) L0 o x 01 rn x cD _ Ln :E 00 c' o �t rn I 3OK8 N N N O N oxo N �' c\j O N O O O N ,n X � O.. ��- O� x c� I N J ** RG = Q N c`' z® 30K8 2 13 �• 7 `n in r c��E 3 o R co II II (n 4 4 R U 16" /FT 28' - 4' 1.5 ip s) 0O ~ 30K8 x[q' >C -_ I _ * V16x31 -- - -4 13'- I RTU 1 ,� T/ _ 1 (1.5 k ps) o I I 1q S3.7 3OK8 - 3 1/2" rn r� 0 F 2 RTU 174x 22 * * \V16 * \V18x46 (0 (026 (0.8 ips) 0 ? 0 T 0 X 30K8 r, �, �, �, �, .� �, r, �+ . , �, .� o x O N - CV ® `t co 5 x I 3OK8 _ %< 1 3OK8 T S 19'-3 3OK8 2" 422 * \\/18 40 * \V16x40 HIGH) \V16x26 - * * T S = HSS 10x 6x 9/16" 30K8 * c� � (LO\d) 18 - 5 1 8 .. SLOPE SLOPE u- B TUBE = +15'-0 5/8" S3 4.1 3/16""/ 1/4' /FT S3.4 30K8 z x -- -. -- -�-_xxt \V1042 cp J/BRG = X 28'-7 1/2" 13 TUB _ 3OK8 * * �.n �n Nv:� Ln Ln �) � � � � � � 6 u� � Ln � Ln �n �• +15 -0 5/8' 7 o N 0 N o CV O N O N o N O N N o N a N o N o N (c) \ S3.5 O O LO ) E 30K8 Lr)v 00 cD x co �-+ N x 11 i 3 V) I 3OK8 x * 12K3 12 S3.6 12K3 30K8 C.9 T/S = +27'-4" 5 = 19'-3 1 2" T S = (HIGH LO\\/) I HSS qx 6x 9/1 (LO\V) /TUB = 13' 0" +20'-0.1 LN \V10x12 \\/16x31 \0422 \02x14 \\/16x36 6 RAIL AT STAIR TO BE BRACED 5 12 33.5 BY STAIR STRINGER AND LANDING S3 5 4 �2. S2. 6 PER DETAIL 8/53.3. 32.5 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _---1 ®®��®g®099Utl90da�,®7®® SIR 'S. o ti mow' o ci u t=- „•�.-+ti o k CID 9�Jet1171 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2003 THE ZENNER GROUP, INC _> F -=m mac e - PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 - 8 Q 1-5 e3 9 i proT�e�a drawn by: BPC checked by: BP sheet no.: SHOWROOM & SECOND FLOOR ROOF FRAMING PLAN E 26'- 0" 0 un x N 0 V9 wz 0.41 1 8 81, - 0,, 29' - 0" 010, Z,I SLOPE SLOPE 44LH10 1/4'/FT 1/4'/FT 44LH10 17 44LH10 0 S3.5 TYP ® CCLUMN (2 LOCATIONS) 44LH10 r; 44LH10 0 RTU-14 0 II ( "kips) 44LH10 00 `° 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 0 I a � 44LH10 od � II V 44LH10 d d- 44LH10 J BRG J BRG = 23 - 2 23 - 2 44LH10 44LH10 44LH10 i44LH10 III I 10 rgi X 44LH10 3 44LH10 SLOPE SLOPE 44LH10 1.5 77-4' J/BRG = 23'-4 1/2" T/S = +22-4 3/4" 46S - 0" 43' -10" MATCH UNE 52.6 MATCH LINE 52.515 1 S3.8 1" EXPANSION JOINT \�/24x55 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 44LH10 ' TYP ® COLL (4 LOCATIOl' 44LH10 44LH10 44LH10 44LH10 Iz 21 44LH10 44L 110 44L1-t10 44LH10 44LH10 44LH10 44LH10 .. , 1 S3 13'-5" ?.M.0 22'- 7" 20'- 0" 5.5 m 20' - 0" 2. BRIDGING SHOWN FOR INFORMATIONAL PURPOSE ONLY. JOIST MANUFACTURER TO DESIGN BRIDGING FOR \VIND UPLIFT FORCES SHO\VN ON "\VIND UPLIFT DIAGRAM" ON SHEET 31.1. 3. JOISTS ® CAR\\/ASH AREA TO BE PAINTED \VITH RUST INHIBITIVE PAINT. 4. C = 8.Ok INDICATES ADDITICNAL AXIAL COMPRESSION FORCE IN TOP CHORD OF GIRDER OR JOIST. 5. ® RTU-10 DENOTES LOCATION (f2'-0") OPERATING WEIGHT AND OVERALL SIZE OF ROOF TOP (0.8 kips) MECHANICAL UNITS AND EQUIPMENT. IF NO \VEIGHT IS GIVEN, UNIT WEIGHS 200 Ibs OR LESS. FOR FRAMING DETAILS SEE 1/33.3 THRU 4/53.3. JOIST MFGR TO DESIGN JOISTS FOR RTU LOADS IN ADDITION TO DEAD & LIVE LOADS. * INDICATES BEAM BOTTOM FLANGE BRACING - SEE DETAIL 12/53.7. 6. CONCENTRATED, AXIAL, UNIT, LOADS FROM KICKERS AS INDICATED ON SECTIONS AND LINE LOADS INDICATED ON ** INDICATES 5" JOIST SEAT. PLAN ARE NOT INCLUDED IN THE JOIST SIZE AND JOIST GIRDER LOAD DESIGNATION AND SHALL BE INCLUDED IN THE DESIGN. T/S INDICATES JOIST BEARING ELEVATION TYP. 7. ALL INTERIOR NCN LOAD BEARING CMU \\/ALLS TO BE BRACED BY ROOF STRUCTURE IN ACCORDANCE \ATH HATCHED WALL INDICATES LOAD BEARING CMU b/ALt- DETAILS 10/53.5. COORDINATE \VITH ARCHITECTURAL DHA\VINGS FOR SUCH \\/ALL LOCATIONS AND "DECK TOP OF \\/ALL ELEVATIONS. O ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB PAINTED DECK. SEE FASTENING PLAN" ON 51-E1=T S1.1. 8. PROVIDE (1) ADDITIONAL JOIST ON EACH SIDE OF RTU 18 DUE TO INCREASED \vl7GHT. O 1 1/2" DEEP 22 GAGE INTERMEDIATE RIB GALVANIZED DICK - SEE "DECK FASTENING PLAN" ON SHEET 51.1. 5 SLOPE 1/4' /FT z //\ 12 Im Alm mbmmmft mmm Emmma r NNEMNININMEN ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 W. JA na IM D u D.2 E.2 E.5 P F.2 F.9 L FI C-i.2 the "In In n u P 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com gild.,9oor ��� 4O A S 3Y �- asLj u Itvi COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 A REVISED 04-21-05 --�rolectno__2�49004 drawn by: BPC IL AV SERVICE & PARTS ROOF FRAMING PLAN Sr r t DINEN SECOND FLOOR FRAMIN G 1/8" = 1'-0" D2 FLOOR DECK TO BE 1" 22 GA. GALVANIZED FORM DECK w/ 3" NORMAL \VEIGHT CONCRETE AND 6x6 — \\/1.4x\v`1.4 \VW 1" BELOW TOP OF SLAB (4" TOTAL SLAB AND DECK THI CKNE55). 1. JOIST SPACING NOT TO EXCEED 2'-6" o/c. 2. REFERENCE FINISHED SECOND FLOOR ELEVATION = 14'—O" ABOVE FINISHED FIRST FLOOR SLAB ON GRADE. TYPICAL JOIST BEARING ELEVATION AT SECOND FLOOR = 13'-5 1/2". MS-0" . s 7 m 13'-5" 1 22'-7" M T/5 = +17'-11 1/2" HSS 1 6x 9/16" (LO\\/) [3/TUBE _ +10'-6" T 19 V16x2 7 24K6 * 24K6 Ln 1 3/8" 0 A325 x R X—BRACE FROM 00 24K6 RLOOR TO ROOF 24K6 * 24K6 15 24K6 24KG 24K6 0 I 24K6 0 Q0 24K6 24K6 24K6 F2 5 20'— 0" m 3 33. 5 HSS 10x 6x 9/16" (LO\V B/TUBE _ +10'—E V16x 6 24K7 24K7 24K7 24K7 19 24K7 24K7 24K7 24K7 24K7 0 M 25'-0" T/S = +17-11 1/2" H 33 10x 6x 9/16" (LO\V) B/ BE _ + 10' — 6" * \\A4x22 16K3 A3 16K3 X co 16K3 16K3 16K3 16K3 * 0 I i� + 16K3 16K3 i 2 X S S3.5 � o 16K3 * `� a-. 16K3 cfl x 0 16K3 V' vn = Ln Go 16K3 *� 24' — 0" ©mo —10 19' — EIS► A® ohmmmh RwAmm mmimmmw m mmmmmms ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 O I 00 0 I 0 I MATCH LINE 52.6 LO 24K6 24K7 5 �M. 16K3 `MATCI 52.4 5 14 �( �( I LINE 53. 8 24K6 33. 5 S3. 8 24K7 16K3 T/ 5 = + 27' — 4" (Ni H) d T/ S= +19' — 3 1 2 (LO\v) N T/ S = 19' — 4" \\/18x40 \V18x40 \�14x43 (HIGH) \�14x43 (HIGH) \v1 13 \V14x43 (LO \\/14x43 (LO\V) J= - � SS 1 - S3.5 24K7 24K7 T/S = 128' 9" 3OK8 IH 24K7 24K7 d -I " 3OK8 * fC I 1► 11 �, ' 1/8" = 1'-0" 1. JOIST SPACING NOT TO EXCEED 5-0". 2. BRIDGING SHO\vN FOR INFORMATIONAL PURPOSE CNLY. JOIST MANUFACTURER TO DESIGN BRIDGING FOR \VIND UPLIFT FORCES 5HO\vN ON "\\AND UPLIFT DIAGRAM" ON SHEET 51.1. 3. JOISTS ® CAR\\/ASH AREA TO BE PAINTED \ATH RUST INHIBITIVE PAINT. 4. C = 8.Ok INDICATES ADDITIONAL AXIAL COMPRESSION FORCE IN TOP CHORD OF GIRDER OR JOIST. 5• ® R TU -10 EMOTES LOCATION (f 2' — 0") OPERATING WEIGHT AND OVERALL SIZE OF ROOF TOP i0.8 kips MECHANICAL UNITS AND EQUIPMENT. IF NO \v`EIGHT IS GIVEN, UNIT \vEIGH5 200 Ibs OR LESS. FOR FRAMING DETAILS YE 1/53.3 THRU 4/53.3. JOIST NFGR TO DESIGN JOISTS FOR RTU LOADS IN ADDIIICN TO DEAD & LIVE LOADS. 6. CONCENTRATED, AXIAL, UNIT, LOADS FROM KICKERS AS INDICATED ON SECTIONS AND LINE LOADS INDICATED ON PLAN ARE NOT INCLUDED IN THE JUST SIZE AND JOIST GIRDER LOAD DESIGNATION AND SHALL BE INCLUDED IN THE DESIGN. 7. ALL INTERIOR NON LOAD BEARING CMU \VALLS TO BE BRACED BY ROOF STRUCTURE IN ACCORDANCE \VITH DETAILS 10/53.5. COORDINATE \vITH ARCHITECTURAL DRAMNGS FOR SUCH \,/ALL LOCATIONS AND TOP OF \\/ALL ELEVATIONS. (� ROOF DECK TO BE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB PAINTED DECK. SEE "DECK FASTENING PLAN" ON 5HEET 51.1. O 1 1/2" DEEP 22 GAGE INTERMEDIATE RIB GALVANIZED DECK — SEE "DECK FASTENING PLAN" ON SHEET 31.1. * INDICATES BEAM BOTTOM FLANGE BRACING — SEE DETAIL 12/33.7. ** INDCATE5 5" JOIST SEAT. T/S INDICATES JUST BEARING ELEVATION TYP. HATCHED \VALL INDICATES LOAD BEARING CMU \VALL DIMENSION PLAN AT SECOND FLOOR ELEVATOR 1/8" = 1'-0" z.3 0 ♦ R 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com �A®®®®aaea®aaAa�a® - o®® �, 4y oCCCr `'✓ � a e �� o Gj '���Oia9093P0i�0 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 � GENERAL REVISION 09-27-04 /3\ REVISED 04-21-05 a 6 -a e e :pro fact=no:: 240Q4 drawn by: BPC checked by: BP sheet no.: Air &� 0 %J SERVICE DRIVE & QUICK LUBE ROOF FRAMING & SECOND FLOOR FRAMING PLAN V Ln I N A.2 A.1 0 co N C.9 0 co I N LO I �i G Edo 0 3 80' —1 771 SIH \V8x24 LINTEL BRG = 23'— 2" ** 18K4 40LH8 ** 18K4 401-1-18 D3 ol 10 ** 18K4 401-1-18ol lo ** 18K4 40LH8 D3 Z j ** 18K4 401J-18 N x (O ** 18K4 N A 4OLH8 RTU-14 (2.5 kip) ** 18K4 40LH8 z ** 18K4 40LH8 cD N x ** 18K4 4OLH8 ** 18K4 40LH8 N X ** 18K4 40LH8 z cfl N ** 18K4 4OLH8 40LF18 40LN10 ' 4OLH10 C=12k 44LH10 C=18k 44LHIO LO 44LH10 44LH10 3 * 44L.H10 El 44LH10 44LH10 RTU-20 \Z/ x ¢ (2.5 kip) 44LH10 44LH10 � 6 S3. 8 44LH10 44LH10 i 44-1-110 441110 �44LHIO tG4 i i N i LO X N 44LH10 h 44LH10 44LH10 44LH10 RTU-19 /Z (2.5 kip) 44LH10 * 44LH10 Ln Ln x 44LH10 44LH10 44LH10 \,/Rv7d I INTFI SIN 5 33. E SIN J/BRG = 21' — 5 1/2" t- I� cn ' — Z v i-- - 37— JBRG= ROOF FRAMING 1/8" = 1'-0" 1. JOIST SPACING NOT TO EXCEED 5-0". 2. BRIDGING SHOWN FOR INFORNATIONAL PURPOSE ONLY. JOIST MANUFACTURER TO DESIGN BRIDGING FOR \\AND UPLIFT FORCES 5HO\VN ON "\VIND UPLIFT DAGRAM" ON SHEET 51.1. 3. JOISTS ® CAR\\/ASH AREA TO DE PAINTED \VITH RUST INHIBITIVE PAINT. 4. C = 8.Ok INDICATES ADDITIONAL AXIAL COMPRESSION FORCE IN TOP CHORD OF GIRDER OR JOIST. 5. RTU-10 DENOTES LOCATION (t2'-0") OPERATING \VUGHT AND OVERALL SIZE CF ROOF TOP (0.8 kips) MECHANICAL UNITS AND EQUIPMENT. IF NO \VDGHT IS GIVEN, UNIT \VEIGHS 200 Ibs OR LESS. FOR FRAMING DETAILS SEE 1/53.3 THRU 4/33.3. JOIST MFGR TO DESIGN JOISTS FOR RTU LOADS IN ADDITION TO DEAD & LIVE LOADS. 6. CONCENTRATED, AXIAL., UNIT, LOADS FROM KICKERS AS INDICATED ON SECTIONS AND LINE LOADS INDCATED ON PLAN ARE NOT INCLUDED IN THE JOIST SIZE AND JOIST GIRDER LOAD DE21GNATION AND SHALL BE INCLUDED IN THE DESIGN. 7. ALL INTERIOR NON LOAD BEARING CMU \\/ALLS TO BE BRACED DY ROOF STRUCTURE IN ACCORDANCE \\ATH DETAILS 10/53.5. COORDINATE \71TH ARCHITECTURAL DRA\VINGS FOR SUCH \VALL LOCATIONS AND TOP OF WALL ELEVATIONS. O ROOF DECK TO DE 1 1/2" DEEP, 22 GAGE INTERMEDIATE RIB FAINTED DECK. SEE "DECK FASTENING PLAN" ON SHEET 31.1. O 1 1/2' DEEP 22 GAGE INTERMEDIATE RIB GALVANIZED DECK — SEE "DECK FASTENING PLAN" ON SHEET 31.1. * INDICATES BEAM BOTTOM FLANGE BRACING — SEE DETAIL 12/53.7. * * INDICATES 5" JOIST SEAT, T/S INDICATES JOIST BEARING ELEVATION TYP. HATCHED \\/ALL INDICATES LOAD BEARING CNU \VALI— oft Am® NhAmmmh ALINE NEEMOV M AFMIMINININIMME ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: (770 908-9919 PFr PRnJECT #03485 C.O.A. #7331 Ulu rz in LJ � cc Win I I ink 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com 0�111111f/!/f� _a •��, °�+'�'/�% °°° ��`•-ate 4�J .' COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. cc 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 REVISED 04-21-05 protect -no.. 004 ° drawn by: BPC checked by: BP sheet no.: PARTIAL SHOP & QUICK LUBE ROOF FRAMING ISOLATION JOINT SEE 2/ 53.1 x x x x b I I i 4" MIN. COVER TO COLUMN &BASE PLATE I COLUMN - SEE SCHEDUIF 51.1 BASE PLATE & ANCHOR BOLTS SEE SCHEDULE 51.1 1" NON -SHRINK GROUT �LEEVELIING_�BED X X X 3" CLEAR I I FOOTING - SEE SCHEDULE 51.1 FOR SIZE AND REINFORCING NOTE: SIZE OF ISOLATION POCKET MUST BE ADJUSTED TO HAVE ENOUGH CLEARANCE FOR BRACING MEMBER AND BRACED FRAME. SECTION TYPICAL INTERIOR COLUMN & FOOTING I ri 1" = 1'-0" 53.1 1/2" PREMOLDED JOINT FILLER (TYPICAL) OUTLINE OF BASE PLATE BELO\\/ EDGE OF SLAB v w — — -1 > C.J. I _ C. J. OUTLINE BASE P CONTROL JOINT - CONTROL JOINT - SLAB ON GRADE - SEE PLAN FOR THICKNESS SEE 3/ 53.1 SEE 3/ 33.1 INTERIOR CONDITION EXTERIOR CONDITION LM PE I - II11I. 1'- 2" 3'-0" SEE PLAN FOR CMU WALL SIZE AND REINFORCING SLAB ON GRAD; - SEE GENERAL NOTES 3 #5 CONT. \- 94 ® 24" CAL SECTION PARITITION \�A U FOOTING 5 3/4" = 1'-0" 53.1 NOTE: PROVIDE 1" PRENOLI�D JOINT FILLER AT EXPANSION JOINT LOCATION 1 #4 CONT. PAVING - SEE CIVIL X x O Z I � c-1 #4 SUPPORT BARS ® 48" o/c 1'-6" STOREFRONT - SEE ARCHITECTURAL DRA\vAGS 4" SLAB ON GRADE - SEE PLAN AND GENERAL NOTES r -11 3 #4 CONT. SECTIONTYPICL TURNED AT STOREFRONT DOWN SLAB 3/4" = 1'-0" 53.1 1 #4 CONT. GCN CRETE SIDE\\/ALK SEE CIVIL DRA\\/INGS O Z I � -i #4 SUPPORT BARS ® 48" o/cam 1'-6" STOREFRONT - SEE ARCHITECTURAL MMANGS 4" SLAB ON GRADE - SEE /- PLAN AND GENERAL NOTES 3 #4 CCNT. SECTION EXTERIOR DETAIL OF TYPICAL ISOLATION JOINT 2 SECTION CMU \\/ALL FOOTING 6 SEC-flON SLAB EDGE AT FRONT ENTRANCE 10 NO SCALE 33.1 3/4" = 1'-0" 53.1 3/4" = 1'-0" 53.1 FILL JOINT \\//MASTIC Z \\/HERE EXPOSED -\ X h� SA\\/ CUT CONTROL. JOINT 3/4' CONCRETE SLAB- ON- GRADE SEE PLAN AND GENERAL NOTES �- PAINT \ATH CURING COMPOUND BEFORE ADJACENT SLAB IS CAST CONSTRUCTION JOINT f IL TYPICAL SLAB ON GRADE JOINTS 3 NO SCALE 53.1 NOTE: VERIFY TYPE, SIZE, LOCATION & SLOPES OF TRENCH DRAIN BASED ON ACTUAL EQUIPMENT PURCHASE ;COORDINATE \\ATH PLUMBING DRA\vINGS SLAB- ON- GRADE SEE 2' — O„ 1/4 ® 12" GENERAL NOTES -.- �- 1 L � 5 #4 CONT. 1 i� 1-0'I SECTION THROUGH TRENCH DRAIN rI 1/2" = 1'-0" 33.1 SLAB ON GRADE - SEE GENERAL NOTES 01-0 11 I III— I —I 2 #4 CONT. SECTION TYPICAL TURN DCAM 7 3/4" = 1'-0" 53.1 u 94 @ 12": z4' W/ 3 #4 CONT. (LAP 18") 1'-0" 2'-0" 1'-0" SE CTION THROUGH FLOOR DRAIN 8 1/2" = 1'-0" 53.1 •• SLAB ON GRADE - 1 #4 CONT. 1-1 SEE PLAN AND PAVING - GENERAL NOTES SEE CIVIL DRA\vIN G5 .� 0 x__r-x x x II O _ I z 94 SUPPORT BARS ® 48" o/c 3 94 CONT. SE CTl ON OVERT HEATURN DOO S. AT 11 3/4" = 1' - 0" 53. 1 \VINDO\\/ WALL SYSTEM C6x8.2 TOP OF CHANNEL C6x8.2 @ 4'-O" o/c +3'-6" INFILL BET\vE EN CHANNELS \\/ITH 6"-16 GA. ® 24" o/c I 1/4 3/8" x8" x8" EMBED PLATE 1 #4 CONT. I \ATH HEARD )1/20 STUDS x 6" LONG SLAB ON GRADE - SEE PLAN AND GENERAL NOTES PAVING - SEE CIVIL 0' 0" x x x x x x x l o z I=1 94 SUPPORT BARS 3 #4 CONT. ® 48 o/c 1'-6„ SECTION WALL AT INTERNET SALES rl 3/4' = 1'-0" 53.1 STOREFRONT - SEE ARCHITECTURAL DRA\VINGS SLAB ON GRADE - SEE PLAN AND GENERAL NOTES „ /2' PREMOLDED JOINT FILLER ' 1 94 CONT. SERVICE DRIVE 0-0 X X X X X X X X X— X X X X— I � III III. 2 #4 CONT. QED DOWN TURNED SECTION SLAB AT SERVICE ri 3/4" = 1'-0" 53.1 6"-16 GA. STUDS ® 16" o/c (2) ROW3 OF PO\VD1R ACTUATED FASTENERS ® 12" o/c 6"-16 GA. CCNT. TRACK \VITH (1) 5-12 SCREW AT EACH FLAI` CE 1 #4 CONT. I SLAB ON GRADE - SEE PLAN AND GENERAL NOTES PAVING - SEE CIVIL �� 0'-0" x x x x x x x 0 oZf II,III I #4 SUPPORT BARS 3 #4 CONT. ® 4W o/c 1'-6„ SECTION WALL AT SERVICE DRIVE r14 3/4" = 1'-O" 53.1 SLAB CN GRADE - SEE PLAN AND GENERAL NOTES I I I-1 I I 1 I I=I I� two 8" CMU \\/ALL - SEE PLAN FOR REINFORCING SLAB ON GRACE - SEE PLAN AND GENERAL NOTES 94 24' SECTIONAT CMU ALL AD FOOTING ING 15 3/4" = 1'-0" 53.1 STAIR STRINGER BY STAIR MANUFACTURER 3 1/2" L2 1/2x 2 1/2x 3/16 x 0'-6" LONG \\ITN (2) 1/2"0 x 3 1/2" EMBEDMENT HILT MAK BOLTS II I >E X I1 1 1'- 6" #4 ® 10" o/c SHORT CENTER ON STRINGER I- 3 #4 LONG SECTION THICKENED SLAB AT STAIR STRINGER 16 ®® mummmok IMAMS 1011mommy ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 thlu LJ V 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com r ,�+�a+eosaoeiii r h® 09 � yJ��'�1k. Y,y NOB oYoo.Yo "ice a _ m o u t4 o w i�� C) °°rc7 °• �j� m Oe� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c02003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11/03/03 PROGRESS SET 03/03/04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 REVISED 04-21-05 9 0 1 6 _prolee =f 249004 drawn by: BCT/ATB checked by: BP sheet no.: FOUNDATION SECTIONS & DETAILS VERIFY PIT DEPTH AND DINENSIONS WITH ELEVATOR MANUFACTURER AND ARCHITECT #4 DOWELS ® 12" o/c AT _ 24'x24' (LAP 15" MIN.) REINFORCED CELLS 5 w 1 F #4 ® 12 EACH WAY EACH FACE w/ MATCHING - DO\VI=L.S & CORNER BARS 0 I 8" 10 COORDINATE LOCATION OF 10 2" CLR. TO DO\WELS TYP. HYDRAULIC PISTON FOR ELEVATOR 1 1/2" CLR. TO DOWELS & VERTICALS \W/ ELEVATOR MANUFACTURER & VERTICALS \WATERPROOFING PER ARCHITECTURAL & ELEVATOR MANUFACTURER DRA\WINGS `\' o I I I I I I I I I I SUMP PIT I• •I rH4 „#4 ® 12EACH \WAY I I AS REQUIRED I I I 12" EACH WAY3 TYP. U. N. 0. TOP & BOTTOM — — — — I I TOP & BOTTON 00 -- - — — — — - ----� ` 8" NOTE: 1. SLOPE PIT 1/4" PER FOOT TOWARDS SUMP PIT 2. AID 1 #4 x 46" T&B ALL FOUR S 3 OF PLUNGER OPENING 3. INSTALL THRESHOLD ANGLE AT DOOR OPENING PER MANUFACTURER SE CTI ON ELEVATOR PIT 1 3/4" = 1'-O" 53.2 1 CMU WALL BEYOND 8„ SLAB ON GRADE - SEE GENERAL NOTES PAVING - SEE CIVIL f-x x x O Z -T I— n 2 #4 CONT. I y #4 ® 24' SEC11oN OVERHEAD TURN AT 2 3/4' = 1'-0" 53.2 8'-0„ ii. 8" CNU BOND BEAN \WITH 2 #4 CONT. #7 DOWELS ® 24' o/c. LAP 48" \WITH VERTICALS. 6" CONCRETE SLAB FOR DUMPSTER PAD 8" CMU WALL \WITH #5 ® 24' o/c IN GROUTED CELLS \\ATH #9 GA. REINFORCEMENT ® 16" o/c VERTICALLY SEE PLAN FOR GNU \WALL SIZE AND REINFORCEMENT PAVING - SEE CIVIL I 1 i 1-lilt5 94 CONT. TOP 4, - 6„ AND BOTTON #4 ® 16" TOP AND BOTTOM SECTION SCREEN \WALL AT SERVICE YARD r3 3/4' = 1'-O" HSS 2 1/2 x 2 1/2 x 1/4 \WITH 1/4' CAP PLATE SLAB ON GRADE - SEE GENERAL NOTES 0'-0" 1'-0" DIAMETER CONCRETE FOOTING I I N SECT] ON POST AT 5ALE3 AREA rI 3/4" = 1'-0" 53. 2 CONT. 1 6-0 1 SECTION AT FOUNDATION 5 3/4" = 1' - 0" 53. 2 NOT 5" NOMINAL DIAMETER STANDARD PIPE COLUMN. FILL w/ 4000 PSI CCNCR)^ fE a III�IIII II II-IIII�II1 cD 3000 PSI CONCRETE PILE-/ Q 18" � SE CTI ON THROUGH TYPICAL BOLLARD 1/2" = V-0" 53. 5'-0" 8" CMU BOND BEAN \WITH 2 #4 CONT. 8" CNU \WITH #7 ® 16" o/c IN GROUTED CELLS DOWELED INTO FOOTING. PROVIDE #9 GA. HORIZONTAL REINFORCEMENT ® 16" o/c VERTICALLY. #4 ® 24' o/c LAP 25" 4 #5 EACH \WAY CONTINUOUS TOP SLAB ON GRADE - AND BOTTOM SEE GENERAL NOTESF" ^ 1-1 I I.'-1 SECTION SHORT \WALL AT SERVICE SHOP Q 3/4" = 1'-0" S3.2 COLUMN - SEE SCHEDULE 31.1 SEE ARCH. DRA\WINGS FOR "FIN" FRAMING III SIDE \WALK SLAB SEE 1/2" PRENOLDED JOINT FILLER CIVIL DRA\WINGS PAVEMENT - SEE CIVIL it -.I I1=M'' PROVIDE 2" CONCRETE - I I III BASE PLATE & ANCHOR BOLTS MINIMUM COVER TO - SEE SCHEDULE 51.1 ANCHORS & BASE PLATE 1" NON -SHRINK GROUT LEVEUNG BED I 3" CLEAR I FOOTING - SEE SCHEDULE 31.1 FOR SIZE AND REINFORCING SECTION AT ENTRANCE \WALK\WAY COLUMN q 53. 2 #9 GA. HORIZONTAL REINFORCEMENT ® 16" o/c VERTICALLY 5E CTI ON SLAB ON GRADE - SIE GENERAL NOTES 1I : -x x x x x x x x COLUMN FOOTING BEYOND SECTION SHORT \WALL AT SERVICE DEPT. 12 3/4" = 1'-0" 53.2 r k,+8'-O" 8" CMU BOND BEAN w/ 2 #4 CONT. IN GROUTED CELLS #4 ® 24" o/c IN GROUTED CELLS DOWELED INTO FOOTING 11 53 HSS 1Ox 10 COLUMN BEYOND HSS 8x 8 SEE BRACING ELEVATION 5'-0" 8" CNU BOND BEAN \WITH 2 #4 CCHT. 8" CMU \WITH #7 0 16" o/c IN GROUTED CELLS DOWELED INTO FOOTING. PROVIDE #9 GA. HORIZONTAL REINFORCEMENT ® 16" o/c VERTICALLY. SEE PLAN FOR CMU \WALL SIZE AND REINFORCEMENT �-#4 ® 24" o/c LAP 25' 4 #5 EACH \WAY CONTINUOUS TOP / AND BOTTOM I Nk m® ghkmmmh mmm mmmmmm ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 SLAB ON GRADE - Fax: (770 908-9919 SEE GENERAL NOTES PEC PROJECT #03485 FLORIDA C.O.A. #7331 SECTION DEPRESSED SLAB Vl<HI C1f DELIVERY 13 Ir 3/4" = 1'-0" �53.2) PAVING - SE SECTION TYPICAL \/ALEXTERIOR G2" 14 f_7„ ISOLATION JOINT - SEE 2/ 53.1 COLUMN - SEE SCHEDULE 51.1 BASE PLATE & ANCHOR BOLTS SEE SCHEDULE 51.1 1" NON- SHRINK GROUT LEVEUNG BED x x x x 1 I r I � I 3" CLEAR I I FOOTING - SEE SCHEDULE 51.1 FOR SIZE AND REINFORCING NOTE: SIZE OF ISOLATICN POCKET MUST BE ADJUSTED TO HAVE ENOUGH CLEARANCE FOR BRACING NEMBER AND BRACED FRAME. SECTION TYPICAL INTERIOR COLUMN & FOOTING 15 1" = 1'-0" 53.2 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com °Asetoea9�ar� �K' a C7 ti COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRrr-rEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 FOUND. REVISIONS 03-28-05 �3 REVISED 04-21-05 _prroieet=na=: 249224 drawn by: BCT/ATB checked by: BP sheet no.: FOUNDATION SECTIONS & DETAILS SLAB ON GRACE - SEE PLAN AND GENERAL NOTES x x- a DOWEL H4 ® 12" 0 (2) 94 CONTINUOUS L 2x 2x 1/4 w/ 1/2" Ox 6" HEADED STUDS ® 12" o/c —x x x x x- ifl V-#4 ® 12" o/c ® MID DEPTH 94 ® 12" o/c AT MID--CE TH T SLAB (2) 94 CONTINUOUS SLAB ON GRADE - SEE GENERAL NOTES SECTION AT EQUIPMENT PIT 1 SECTION AT CONVEYOR LIFT 5 3/4" = 1' - 0" SJ. ZQ 3/4" = 1' - 0" FUTURE COLUMN I I I �lJ MEZZANINE COLUMN, BASE PLATE 7" 1'-7" AND ANCHORS BY OTHERS II 51-Ab ON I II : I III II II I GRADE II II CMU WALL - SEE PLAN FOR II I II SEE GENERAL NOTES II II REINFORCEMENT SIZE AND REINFORCING ILJI 0'-0" 'T .1 COLUMN - SEE PLAN x x x x x x x x x x \A IN FUTURE COLUMN I -� I b SLAB BEYOND - - — — — — THICKENED SLAB - SEE PLAN FOOTING - SEE PLAN/ — I I� IL_ �I SECTION AT PARTS WAREHOUSE 6 3/4" = 1'-0" 53. 2A EQ. NOTE: FOUNDATIONS ON COLUMN 10 ARE DESIGNED FOR AN 80'-0" FUTURE BAY. AT COLUMN LINE - SECTION FUTURE EXPANSIONO 2 3/4' = 1'-0"�53.2A H4 DOWELS TO MATCH VERTICAL REINFORCMENT SLAB ON GRADE - SEE GENERAL NOTES -7 0 I n 1-0 2'-0" SEE PLAN FOR CMU \VALL SIZE AND REINFORCING CONCRETE PIER AT PERIMETER OF COMPRESSOR AND OIL STORAGE ROOM i--114 CONT. r-3/4' CHAMFER --DOWEL 84 ® 16" o/c -0� -x x x- 3 94 CONT. #4®24" SECTIONAT OIL STORAGES AND 3/4' = 1'-0" �53.2A) ##8 TO MATCH VERTICAL REINFORMENT IN STALLED \ATH H UO HY 150 EPDXY SYSTEM EMBED 8" INTO \\/ALL PAVING - SEE CIVIL-7 Sim PLAN FOR CMU \VALE SIZE AND REINFORCING CONCRETE PIER AT PERIMETER OF COMPRESSOR AND OIL STORAGE ROOM fH4 CONT. 3/4" CHAMFER DOWEL #4 @ 16" o/c 1 -0'-10" x x x x 0 3 1/4 CONT. 2'-0" H4 ® 24" AT COMPRESSOR AND OIL STORAGE ROOM 4, 3/4" = 1'-0" 2'-0.1 AT COMPRESSOR RAMP 8 3/4' = 1'-0" . 6" MEZZANINE COLUMN, BASE PLATE III AND ANCHORS BY OTHERS II SEE PLAN FOR o e \L BUILDING COLUMN AND FOOTING - SEE SCHEDULE 51.1 FOR SIZE AND REINFORCING SE CTI ON AT PARTS \\/AREHOU SE r7 3/4' = 1'-0" �53.2A 24" Tyr H4 ® 12" o/c AT RAMP CMU \BALL BEYOND SLAB ON GRADE - L 2 1/2x 2 1/2x 1/4 w/ 1/2"Ox 6" SEE GENERAL NOTES I HEADED STUDS ® 12" o/c AT DOOR 1 I#4 CONT. 0' - 0" I _ x x x x x j 6" RAM- -P SLAB - RAMP AND PAVING ---- — — - SEE GV1L O SLAB bEYZ I 2 H4- 3 84 CONT. 94 ® 24' SECTION �< wa O MM ®® MENEW EMEMEW ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 A JL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ®gga11901/'A�a W e o a q � �pY e•a�� �� ° U _ �p� o � r n'iz o c , Aso COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c02003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 FOUND. REVISIONS 03-28-05 REVISED 04-21-05 pFoeL t na=:-9004 drawn by: BCT/ATB checked by: BP sheet no.: SECTIONS & DETAILS I r_1 mm AN MWANN NEEMEN ENGINEERING COMPANY JOI5T A 3581 HABERSHAM AT NORTHLAKE 4 TUCKER, GEORGIA 30084 S3.3 CURB ANGLES BEAM OR JOIST 8" OR 12" CMU \BALL Ph: �770 770) 908-9908 Fax: 908-9919 VARIES STAIR STRINGERS TREAD PEC PROJECT #03485 SEE PLAN LIMIT OF DECK VARIES B B AND RISER BY STAIR FLORIDA C.O.A. #7331 3 -0 - SEE SECTIONS MANUFACTURER 3 818 Marietta Street, NW 53.3 x H55 OR \V SHAPED Atlanta, < 3/16 �' COLUMN — SEE PLAN Georgia 3 0 3 18 __ _____ _______ _ ___ 404.881.8370, 404.881.8173 (f) Q---------------------------------------------- BEAM OR JOIST GIRULM w w w. z e n n e r g r o u p. c o m BEAN OR J015T in ROOF GRAIN •: - / ,:. Lax 3x 1 4 JOIST OR BEAN A � �� :}:. �� � :...:;• L2x 2x 3/8" CONT. w/ 3/8"Ox 3 o0v41��9Dda�99 PLAN VlE\V 3/8 EMBED HILTI HY20 HIT -A RODS 3/16 ® 16" o/c AT CMU \VALL ���,�° � ,°°°�•.,, �>��/'��i 2 ADD L2 1/2 x 2 1/2 x 1/4 z 4zc y S3.3 \N-1EN YAN OF L3 3x1/4 IS L 1 1/2 x 1 1/2 x 3/16 x GROUT CELLS SOLD AT ANCI IORS co 2 a DST GREATERTHAN 3' - 6" 0' - 5" LONG SEAT ANGLE; \v1=tD — — TO L 2 1/2 x 2 1 2 x 1 4 STEEL ROOF DECK o / / / /� n^ I STAIRWELL \\/ALL JOIST OR BEAN SECT1 `I BRACED BY STAIR v� TYP. ROOF OPENING SECT. B-B 3/16 ? p /� ^ FLAN \ I 1" = 1' - 0" S3.3 ARTIL�L I L/�kl `I CURB SUPPORT FRAMINGri ----- --- ------ ---- BEAN OR J015T GIRDER ----------- - ------- ------- NOT TO SCALE S3. 3 STEEL ROOF- DECK 31-0" NOTE: THIS DETAIL AL50 APPLIES AT LANDING PERIMETER CHANNEL. COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED NOTES: L 1 1/2 x 1 1/2 x 3/16 x 0'-5" ELECTRONIC FILE ARE PROVIDED AS LON G SEAT AN GLE - WELD TO L C AN INSTRUMENT OF SERVICE FOR THE 1. COORDINATE EXACT LOCATION OF OPENINGS BET\VEEN JOISTS AND LAYOUT OF CURB SUPPORT FRAMING 2 1/2 x 2 1/2 x 1/4 L3x 3x 1/4 2" 1'-2" _ 2" PROJECT LISTED BELOW. THE DESIGNS \VITI1 ARCHITECTURAL AND MECHANICAL DRA\ONGS. I �.-- REPRESENTED IN THESE DOCUMENTS 2. \vl-IERE JOIST BRIDGING INTERFERES \VITH ROOF- OPENING FRAMES, STOP BRIDGING AT OPENING AND REPLACE REMAINTHE SOLE PROPERTY OFTHE \MTH A RO\V OF BRIDGING ON EACH SIDE OF OPENING. EXTEND ADDITIONAL BRIDGING ONE SPACE EACH 2 10 2 �v O IDI^ F OPENING. O 0 ZENNER GROUP, INC. ANY USE OF BEAM OR JOIST GIRDER GUSSE)- THESE DOCUMENTS FOR PURPOSES S THAN 3. IF ANGLE DOES NOT CONNECT TO JOIST AT A PANEL POINT REINFORCE JOIST ACCORDING TO SECTIONS _ PLATE TO HSS 8x 8 HE OTHER THOSE ASSOCIATED WITH 12 AND 14/S6. SECT. C— C N ° ° HSS 5x 5 OR H53 6x 6 BASE PLATE T 1 4 hIE PROJECT LISTED BELOW, WITHOUT 4. FASTEN DECK (NOT SHO\VN) TO CURB ANGLES 6" o/c MAX. WHEREVER DICK SITS DIRECTLY ON ANGLES NON BRACED FRAME COLUMN N THE EXPRESS, WRITTEN PERMISSION L 2 1/2 x 2 1/2 x 1/4 - I OF THELENNER GROUP IS PROHIBITED. o r' © 2003 THE ZENNER GROUP, INC. C cv ° N PRELIMINARY PRICING 11-03-03 JOIST OR BEAM BEAM OR JOIST GIRDER 16 PROGRESS SET 03-03-04 SECT. A -A (4) 3/4'0 A307 (4) 1 1/4"R RODS 1 4 ANCHOR RODS A307\ \`z4 FOR CONSTRUCTION 03-22-04 ANCHOR RODS REVIEW SET 05-17-04 1'-2'x 1'-2"x 1" THICK BASE PLATE 1'-6"x 1'-6"x 1 1/2' THICK BASE PLATE FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 L4x 4x 1/4 3/16 DETAIL AT INTERIOR ROOF DRAIN 5 BP-1 BP- 5 AT HSS 5x 5 OR HSS 6x 6 AT HSS 8x 8 BRACED FRAME NO SCALE S3.3 NON -BRACED FRAME COLUMNS COLUNN5 "'�JOIST - SEE PLAN NOTE: 4" 1. FIELD CUT METAL ROOF DECK AS REQUIRED FOR INTERIOR ROOF DRAINS AS PER MANUFACTURERS 2" 1'-6" 2 L2x Zx 1" / RECOMNE1\1DA11ON5 AND EQUIPMENT PURCHASED 2" 1'-0" 2"IL - N O O N ° ° HSS 8x 8 NCN-BRACED ROOF OPENING FRAME COLUMN `D DETAIL CURB SUPPORT FRAMING o O FASTEN BOTH SIDES \0111 NO SCALE S3.3 ADDITIONAL SIDE LAP FASTENERS U ®O ° � N CV 16 (4) 3/4» 0 A307 1 4 (6) 1" 0 ANCHOR RODS _ ANCHOR RODS 1'-4"x 1'-4'x 1" THICK BASE PLATE 1'-10"x 1'-4"x 1 1/4' THICK BASE PLATE L1x 1x 1/8" SCREWED PENETRATES (1) RIB TO SEVEN RIBS BP— 2 BP— 6 — — FASTEN DECK (NOT SHOWN) TO CURB AT HSS 8x 8 MOM -BRACED FRAME L4x 4x 1/4 ANGLES 6" o/c MAX. \Vt1EREVER DECK COLUMNS — - SITS DIRECTLY ON ANGLES ' " "' „ " 1'- 2„ 2„ 2 1- 2 2" 2=s= 1-0 -- i HSS 10x 10 N O NCN-bRACI=D-�- 1 FRAME CCLUNN 3/16 in ii ii iii O - I - I— " I I O _ --- 3/16 i i iii cV ROOF OPENING L1x 1x 1/8" SCRI \VED 1� (6) 1"0 A307 DETAIL CURB SUPPORT FRAMING TO FOUR RIBS (4) 3/4' 0 A307 - .-_ ANCHOR RODS ANCHOR RODS — _ NO SCALE PENETRATES (2) RIBS PENETRATES (3) RIBS 6 » x 1'- 6 x 1' THICK BASE PLATE 1'-6"x 1'-5"x 1 1/4' THICK BASE PLATE -- _ — --- _ _ - -- --- BP— 3 BP-- 7 --- - _ _--_ AT HSS 10x 10 NON -BRACED =_ —— MANE COLUMNS = TYPICAL OPENINGS THRU 2" DETAIL ROOF DECK L4 4x 1/4 - NO SCALE S3.3 `� O O 2" 1'-0" 2" — GUSSET — -- PLATE TO �' 1 4 HSS 10x 10 GUSSET BASE PLATE COLUMN —-- PLATE TO-1 4 � ■_®___ BASE PLATE - r�- ARCHITECTURAL FINISH N O JOIST - 5EE PLAN ARCHITECTURAL FINISH _ FRAME BY J01STS ONLOY 1/g" 2" L2x 2x 1/4 CMU \\/ALL STLA 1 MANUFACTURER (8) 1 1/4" 16 (4) 1"0 A307 1 4 5/8"0 THRU BOLTS w/ LADDER FRAME BY ANCHOR RODS ANCHOR RODS (1) 3/4'Ox 6 5/8" EMBED NUT & OVERSIZED \BASHER STAIR MANUFACTURER 0 8" BENT PLATE 1'-10"x 1'-10"x 1 1/2" THICK BASE PLATE 1'-4"x 1'-4"x 1" THICK BASE PLATE K\ TYPICAL ROOF OPENING HILT] ulK II BOLT - GROUT 3 / qq ENT CELLS SOLID AT ANCHORS --- DETf�kIL JOIST REINFORCEMENT l 4 NO SCALE 53.3.' BP-4 BP— 8 AT HSS 10x 10 BRACED FRAME COLUMNS L3R RUNG BY _ STAIR MANUFACTURER 3/8" BENT PLATE CONDITION A (2) 6"-16GA ® NUT AND \VASHER LADDER SUPPORT -- N�nBASE PLATE - ARCHITECTURAL FINISH I — LADDFR FRAME BY (2) 6"-16GA ® o ARCHITECTURAL FINISH ANCHOR R� EMIT SCHEDULE _ STAIR MANUFACTURER LADDER SUPPORT ENBEDNENT — C6x8.2 ® PARAPET I I Q _ PROVIDE C6 11 EACH o 3 8" BENT PLATE TOP OF FOOTING �4 INTO FOOTING PROJECTION — - SIDE OF I� / 3/ q 4 o A o A 1/4" x 2" x 2" 1" 12" 4" 5/8"0 THRU BOLTS w/I PLATE_,,- 1 1/4" 15" 4' NUT & OVERSIZED \\/ASHER 3/8 BENT PLATE u 1 1/2" 18" 4" - CONDITION B 3/16 CONDi11ON C NUT — _pLa ec -no.. 24�Q24 drawn by: BPC SECTION ION ROOF LADDER SUPPORT DETAILS 7 SECTION BASE PLATE AND ANCHOR ROD checked by: BP sheet no.: 3 4 1-0' 3/4" 1'-0" FRAMING SECTIONS & DETAILS 1 CONT. TRACK ® TOP & BOTTOM w/ (1) 5-12 SCREW ® EACH FLANGE p.2 E.2 10 3/4" 8" WEE-20 GA. CONT. PLATE FASTENED TO DECK w/ (2) ROWS OF #10 TEK SCREWS 0 6" o/c 5-12 SCREWS ® 6" o/c TO 6" STUDS -' 400 L.BS (2) ROWS OF #10 TEK SCREWS ® 6" o/c ON 3" GA. (TRACK TO L 5x3 1/2x 1/4 (LLH) CONT. DECK DECK & PLATE) CLOSURE w/ (2) PAF ®EACH STUD T/STEEL 1/4' STIFFENER PLATE =+20'-9 1/2" 6"-16 GA. ® 16" o/c �TYP L 3x 3x 1/4 CONT. H55 6 x 6x 1/4' w/ 1/2x 6x 0'-6" 1/8 DECK CLOSURE CAP PLATE 10"-20 GA. ® 16" o/c 6"-16 GA. CONT. TRACK TOP & - - - - - - FE BOTTOM TYP. w/ (2) POWDER OPEN z5v5s 2 ACTUATED FASTENERS ® 12" o/cff L 3x 3x 1/4 CONT. 6"-16 GA. ® 16" o/c i DECK CLOSURE L 2 1/2x 2 1/2x 1/4 ® W12 4'-0" o/c MAX TO JOIST B/ANGLE TOP CHORD PANEL POINT =+15'-Z' � B/SOFFIT -..-..-.._..-..- =+15-0" L6x 4x 5/16 (LLH) CONT. SECTION ®FRONT ENTRANCE \\/ALIC\\/AY 1 -CONT. C6x8.2 ® TOP T/PARAPET = +22'-0" C6x8.2 ® 4'-O" o/c T PARAPET =+31'-6" 6"-16 GA. ® 24 o/c METAL STUD INFILL CONT. TRACK ® TOP & BOTTOM w/ 1' - 3" (1) 3-12 SCRE\\/ ® EACH FLANGE 5"-16 GA. ® 16" o/c I\ �-\\/16 L 5x3 1/2x 1/4 (LLH) CONT. DECK W16 BEYOND CLOSURE AT TOP & BOTTOM w/ T/5TEEL. _ (2) PAF ® EACH STUD 17'-6" C6 TO 1/8 JOIST TYP L 5x3 1/2x 1/4 (LLH), -l"x 9x 1'-2" CAP PLATE w/ CONTINUOUS ANGLE w/ (2) (4) 3/4'0 A325 BOLTS PAF ® EACH STUD �--H55 8x8 SECTON ®ENTRANCE ROOF 5 \ 3/4 = 1-0 �-4 3/4" = 1' - 0" 53. 4 GJ CONT. TRACK ® TOP & BOTTOM w/ (1) 5-12 SCREW ® EACH FLANGE 2 SEE DECK ATTACHMENT 8" \VIDE-20 GA. CONT. PLATE DIAGRAM FOR FASTENING . I FASTENED TO DECK w/ (2) ROWS 6"-16 GA. TRACK w/ (2) ROWS I OF #10 TEK SCREWS ®6" o/c Of S-12 SCREWS TO DECK T/ STEEL 400 LBS 9, (2) RO\\/5 OF #10 TEK 5CRE\\/5 ® 6" o/c ON 3" GA. (TRACK TO DECK &PLATE) I T/JOA 5T EL VARIES L 3x 3x 1/4 CONT. DECK CLOSURE „A r'JD „O Q� Di Ai I I l,Ul`IIII`I000J \ N�-,-6"-16GA ® 16" o/c STUD INFILL H55 10x 10x 1/4 I I BET\VEEN CURTAIN \VALE AND DECK 2 6" -16 GA. CONT. TRACK TOP & CONT. 6" -16 GA. TRACK w/ (2) BOTTOM TYP. w/ (2) POWDERI I ROWS CC PO\VDER ACTUATED ACTUATED FASTENERS ® 12" o/c I I FASTENERS ® 12" o/c 6"-16 GA. ® 16" o/c I I B/TUBE L 2 1/2x 2 1/2x 1/4 TO =+15 -0 5/8" JOIST TOP CHORD PANEL B/ANGLE POINT ® EACH J015T =+15-2" 12" SOLID I=+15'-O" AT ENDS 3 16 2@12 B/SOFFIT =+15 -0' CONNECTION TO CURTAIN CURTAIN \\/ALL SYSTEM L6x4x 5/16 (LLH) CONT. \VALE SYSTEM BY C.\�. MANUFACTURER 1'-0" SECTION SECTION ® FRRONT \VALE 6 ® FRONT ENTRANCE \\/AL.K\VAY 2 3/4" = 1'-0" 53.4 �53.4) 10 3/4" +, DECK - 5EE PLAN - L 3x 3x 1/4 CONT. DECK CLOSURE ZOPEN� zz 2 5V56 Vi8 - L. \\/12 L� .. -.. -.. -.. -.. -.. -.. 2 CONT. C6x8.2 ® TOP T PARAPET �ARAPET ==+31'-6" +22 -0" 81/2" C6x8.2 ® 4!-0" o/c 1/4'x 3x 0'-8" BENT PLATE 6"-16 GA. ® 24" o/c w/ (2) PAF ® EACH STUD I I V3/2®12 METAL STUD INFILL T/STEEL =+30'-1" II I \\ \\/16x36 \ L3x 3x 3/16" x CONT. w/ (2) I ` \ 2.5V31 EXTENSION PAF ® EACH STUD I 3/16 V 2@12 T/STEEL.. = 3/16 V 2@12 17'-6" I C6 TO B/TUBE JOIST TYP CURTAIN \\/ALL BY OTHERS I =+25 5CH. _ 1/8 : CEILING - SEE ARCH. DRA\VAN GS H33 12x 8x 9/16 L.5x 3x 1/4' (LLH) CCNT. SECT]ON AT HIGH ROOF AT RECEPTICN 7 3/4" = 1'-0" �.4 SFCrnoN 12 ® ENTRANCE ROOF 3 3/4' = 1'-0" 53.4 \\/14x120 - SEE Pb 3/8x 17x 1'-5" END PLATE H35 12x 8x 9/ PLAN DETAIL 4 1 1/2" = 1'-0" 53.4 CURTAIN WALL BY OTHERS CONT. TRACK ® "TOP & BOTTOM w/� (1) 5-12 SCRE\\/ ® EACH FLANGE •I � I L5x 3x 1DECK LLH)CONT. CL05URE I I 6 12" SOLID AT ENDS 3 16 2®12 �- H55 12x 8x 9/16 T/TUBE =+21-11 3/8" 3 16 2®12 TYP L 5x3 1/2x 1/4 (LLH) CONTINUOUS w/ (2) PAF ® EACH STUD (2) PAF ® EACH STUD HSS 10x 10x 1/4 B/TuB/TUBE - 0 5 8 L6x 4x 3/8" (LLH) CONT. SECTION AT HIGH ROOF AT RECEPTION r8A CURTAIN WALL BY OTHERS I CONT. TRACK ® TOP & BOTTOM (1) 3-12 SCREW ® EACH FLANGE 8" \VUE- 20 GA. CONT. PLATE FASTENED TO DECK w/ (2) RO\\/S OF #10 TEK SCRE\JS ® 6" o/c 3/16 V2®12 HSS 8x 6x 5/16 UL- = i 5! CEILING - SEE ARCH. DRA\VAN GS H55 8x 6x 5/16 T TUBE =+21-11 3/8" 3 16 2®12 L 5x3 1/2x 1/4 (LLH) CONTTNUGU 5 w/ (2) PAF @ EACH STUD '--6"-16 GA. ® 16" o/c I L 3x 3x 1/4 CONT. DECK CLOSURE �*T/STEEL VARIES vSSEE PLAN SECTION SALES TDROOF \ RECEPTION / 8 3/4" = 1'-0" 53.4 L3x 3x 3/16 CLOSURE L3x 3x 3/16 CLOSURE ANGLE (CURVED) ANGLE ( CURVED) 3 16 2C�?12 L2x 2x 3/16" FRAME ® 24" o/c I �„ W18 1 1 I I -..-..-..-..-..-..-.._.. HSS 20x 8x 3/8 CURVED 1 4 2®6 L4x 4x 3/8 CONT. VITH 1/4" STIFFENER PLATE @ 2'-0" o/c AND 2" LONG SLOTTED HOLE FOR CONNECTION TO ENTRANCE PORTAL.. NO GRAVITY LOAD TO BE TRANSFERRED CONNECTION TO BE DESIGNED BY PORTAL MANUFACTURER. SECTION PORTAL TO ROOF CONNECTION CIA 3/4" = 1' - 0" 2.9 T PARAPET CCNT. C6x8.2 AT TOP =+31'-6" C6x8.2 ® 4'-0" o/c 6"-16 GA. ® 24' o/c METAL STUD WILL C6 TO BEAM TOP 16 FLANGE TYP. T STEELOIL =+29'-1" L 3x 3x 1/4 CONT. DECK CLOSURE I I \V16 II 6"-16 GA. ® 16" o/c INFILL \VITH 8" WEE-20 GA. CONT. PLATE FASTENED TO EECK w/ (2) RO\\/5 -\ OF #10 TEK SCRE\\/S ® 6" o/c CONT. TRACK AT TOP AND BOTTOM AND SUP TRACK AT TOP -6"-16 GA. ® 16" o/c 6"-16 GA. CONT. TRACK w/ (2) RO\VS ,-OF #10 TEK SCREWS ® 6" o/c ON 3" GA. (TRACK TO DECK AND PLATE) jT/ STEEL. ,v=+ 19'-4 1/2" -L 3x 3x 1/4 CONT. DECK CLOSURE `-- \V'16 SECTION ® HIGH ROCF ® SALE TO\VER CI AN MEARN �109��9 R009 ENGINEERING COMPANY CONT. C6x8.2 AT TOP T PARAPET =+21'-0" 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �7703 908-9919 II PEC PROJECT #03485 C6x8.2 ® 4!-0" o/c I I I FLORIDA C.O.A. #7331 6"-16 GA. ® 24' o/c METAL STUD INFILL C6 TO BEAM TOP FLANGE TYP. 3 16 3 CONT. C6x8.2 ® TOP T/STEEL =+18 -4 3 4!' T/PARAPET L 3x 3x 1/4 CCHT. =+31 -6 DECK CLOSURE C6x8.2 0 4'-O" o/c 6"-16 GA. ® 24' o/c METAL STUD INFILL 6" -16 GA. DEEP LEG I BRIDGING BEYOND SLIP TRACK 6"-16 GA. ® 12" o/c-/ L 3x 3x 1/4 CONT. SECTION ROOF ® VEHICLE DELIVERY 10 TO BEAM VDECSURE 7-<C6 TOP FLANGE, TYP L2.1-4» T/PARAPET =+24'-0" CONT. 6"-16 GA. TRACK ® TOP w/ (1) 3-12 SCREW ® EACH FLANGE 6"-16 GA. ® 16" o/c 6"-16 GA. CONT. DEEP LEG SUP TRACK w/ (2) PO\VDER ACTUATED 3 16 2®12 8" WE-20 GA. CONT. PLATE FASTENERS ® 12" o/c SEE ARCH DRA\VANGS FOR FINISH FASTENED TO DECK w/ (2) RO\VS T STEEL OF #10 TEK SCREWS ® 6" o/c 6"-16 GA. ®16" o/c 6" -16 GA. CONT. TRACK w/ (2) (2) PAF ® EACH STUD ROWS OF #10 TEK SCRE\\/S ® 6" o/c CH 3" GA. L 5x3 1/2x 1/4 (LLH) - - CONT. DECK CLOSURE T/STEEL \\/14 L 3x 3x 1/4 CONT. 4 1/2" CCNT. 6"-16 GA. TRACK w/ (2) DECK CLOSURE ` OF POWER ACTUATED !� FROWS FASTENERS ® 12" o/ B TUDE =+15'-0 5/8" STORE FRONT BY OTHERS SE CTI ON ROOF ® VEHICLE DELIVERY 11 3/4' = 1'-0" 53.4 N CONT. C6x8.2 ® TOP T/PARAPET +24'-0" C6x8.2 ® 4'-0" o/c 6"-16 GA. @ 24' o/c METAL STUD INFILL L 5x3 1/2x 1/4 (LLH) (CONT. DECK CLOSURE C6 TO BEAM 3/16 TOP FLANGE, TYP T/STEEL EL VARIES 5 1/2" GA. DEEP LEG SUP TRACK CONT. 6"-16 GA. TRACK w/ (2) T/TUBE ROWS OF PO\VDER ACTUATED FASTENERS ® 12" o/c HSS 8x 6x 9/16 OVERHEAD DOOR ClfSIGNED BY OTHERS 5ECTION ROOF @ VEHICLE DELIvERY 12 3/4" = 1'-0" 53.4 T/PARAPET =+22'-0" CCNT. 6"-16 GA. TRACK ® TOP w/ (1) 5-12 SCRE\\/ ® EACH FLANGE - 6"-16 GA. ® 16" o/c T/ STEEL EL VARIES (2) PAF ® EACH STUD L 5x3 1/2x 1/4 (LLH) CONT. DECK CLOSURE 1'-0" L 3x3x 1/4 CONT. w/ HSS 12x 10x 1/4 OR (2) PAF ® EACH STUD HSS 10x 6x 9/16 - SEE PLAN CCNT. 6"-16 GA. TRACK w/ (2) 4 1/2" ROWS OF POWDER ACTUATED FASTENERS ® 12" o/c 3/16 V2@12 B TUBE =+15-2" 5/8 L6x 4x 3/8" CONTINUOUS ,=+15-0 ............. CONNECTION TO CURTAIN \\/ALL I CURTAIN \\/ALL SYSTEM SYSTEM BY G.W. MANUFACTURER -•-� 7 1/2" SECTON -p ION ROOF AT SALES AREA 13 3/4" = 1'-0" 53.4 \6"-20 GA. DEEP LEG ROWS OF PAF ®24" o/c SUPTRACK 6"-20 GA. 0 16" o/c °�I ®UREA LEVELSECTION TR14 3/4" = 1'-0" 53.4, B/TUBE h =+25'-0 5/8" T/TUBE =+21'-11 3/8" 8" \VIDE- 20 GA. CONT. PLATE FASTENED TO DECK w/ (2) ROWS OF #10 TEK SCREWS ® 6" o/c 6"-16 GA. CONT. TRACK w/ (2) ROWS OF #10 TEK SCREWS ® 6" o/c ON 3" GA. T/ STEEL =+19'-6" L 2 1/2x 2 1/2x 1/� CONT. DECK CLOSURE 2 ROWS OF PAF © 24' o/ 3 CONT. C6x8.2 ® TOP T/PARAPET +31'-6" C6x8.2 ® 4'-0" o/c /-6"-16 GA. ® 24" o/c METAL STUD INFILL L 3x 3x 1/4 CONT, DECK CLOSURE C6 TO BEAM 3/16 TOP FLAN GE, TYP �6 -16 GA. DEEP LEG CONT. SUP TRACK w/ (2) POWDER ACTUATED FASTENERS �12" o/c 6"-16 GA. ® 16" o/c 6"-16 GA. CONT. TRACK w/ (2) \\-PO\VDER ACTUATED FA5TENERS @ 12" o/c \-H55 10x 6x 9/16 HSS 10x 6x 9/16 6"-16 GA. DEEP LEG CONT. SUP TRACK TYP. w/ (2) PO\VDER ACTUATED FASTENERS ® 12" o/c �A. ® 16" o/c 20 GA. DEEP LEG (RACK 20 GA. ® 16" o/c SECTION �K® UPIPIROOR LEVEfl L 15 3/4" = 1'-0" �53.4 tk" JLJLU � L 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com �®,�®A/OAOAdddda®�A9 0 0 a Z r COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF 'rHE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11/03/03 PROGRESS SET 03/03/04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 ^ GENERAL REVISION 09-27-04 A\ REVISED 04-21-05 pro -t-no.. drawn by: BCT/ATB checked by: BP sheet no.: AN FRAMING SECTIONS & DETAILS _ IMAM T PARAPET +31'-6" T/PARAPET 6 2 ENGINEERING �COMPANY J =+31'-6" 7 1/2" � CONT. 6"-16 GA. TRACK ®TOP & 8" CMU BOND BEAM w/ "TYP Ep,C-} TUCKER, GEORGIA 30084 2 #5 CONT. IN GROUTED CELL 3581 HABERSHAM AT NORTHLAKE BOTTOM w/ (1) 5- 12 5CREW ® T/CMU T BOND BEAM 1/8 2" JOIST Ph: �770 770) 908-9908 EACH FLAN GE _+ 31' - 4' SLOPE )Fax: 908-9919 =+21'-4" �_- - - - PEC PROJECT #03485 Ell r--\ rF- A F-) F-) F---) 6"-16 GA. ® 16" o/c L3x 3x 1/4 CONT. w/ 1/2"0 HILTI JOIST BEARING FLORIDA C.O.A. #7331 6" MIN JOIST SLEW ANCHORS ® 24' o/c=+21'-11 1/2" 3 16 8 18 NOT SEE ARCH. DA\VINGS FOR FINISH BEARING - - - A t I a Mar I G e o r g i ae 3 0 3N1 8 T/ STEEL VARIES SEE PLAN JOIST BEARING 404.881.8370, 40g4.881.p 173 (f) =+29-4!' 3/8 x 6 CCHT. BEARING www.zenner rou com (27'-6 1/2" TO 28'-6 1/2") I B" CMU BOND BEAN w/ 2 #5 PLATE w/ 1/2"fix 6" LONG u SE T BOND BEAN HEADED STUDS ®8' o/c / h CONT. IN GROUTED CELLS T/CMU . �16 2®1 L 5x3 1/2x 1/4 (LLH) CONT.=+28'-0" s:; s,=+28'-O" 0999908 .. DECK CLOSURE w/ (2) PAF ® I : ®®�®9an a �''ya EACH STUD 3/8x 8x 6 BEARING PLATE \\/14 I I w 2 1 2' Ox 6 LONG %YY CURTAIN \VALE BY OTHERS HEADED STUDS/® EACH JOIST 12' CMU BOND BEAM w/o Q°' ° 2 95 CONT. IN GROUTED CELLco /� d L4x 4x 1/4 CONT. w/ (1) RO\V w 8" CMU BOND BEAM w/ 2 95 GROUT CELLS SOLID ROOF ®PARTS � CONT. IN GROUTED CELLS UNDER BEARING _ ° Lax 3x 1 4 CONT. w 1 2"� HILTI SECTION \\/AREHOUSE/LOCKER ROOM 11 OF 3/4"Gx 4 3/4" EMBEDMENT w� / / / I HILTI K\VIK BOLTS ® 24 o/c 12" CMU -'� SLEEVE ANCHORS ®24" o/c _ 6 MIN JOIST 3 3/4" 1'-0" I ��� °°°°°•� °••®� BEARING. 7/BOND BEAN C6x8.2 CONT. I I- - - - ay Qua O LURE CENTER ' : C AT �= t 22' °��aaP�a��aaa T C6 = �� N 4- JOIST BEARING SEE ARC=+23'-4' w/ 5" SEAT," . '.. ; r TANGLE COPYRIGHTED DOCUMENT 3/4" = 1'- 0" S3 5 3 8x 8x 6" BEARING PLATE EL VARIES C6x8.2 ®4'-0" o/c I 6"-16 GA. ® 16" o/c w/ (2) 1/2"fix 6" LONG STUDS INFILL / / / THIS DRAWING AND THE ASSOCIATED L 2 1 2x 2 1 2x 3 16 CONT. DECK CLOSURE I ELECTRONIC FILE ARE PROVIDED AS HEADED STUDS ® EACH JOIST SEE ARCH. DA\ANGS FOR 12" CMU BOND BEAM w/ AN INSTRUMENT OF SERVICE FOR THE 3/8"x 1'-0"x CONT. NSION JOINT DETAILS I 2 #5 CONT. IN GROUTED CELL PROJECT LISTED BELOW. THE DESIGNS 3 16 I I PLATE GROUT CELLS H55 6x 2x 1/4 CONT. 8" CMU BOND BEAM w/ 2 #5 REPRESENTED IN THESE DOCUMENTS UNDER SLOPE SOLID I CONT. IN GROUTED CELLS JOIST BEARING (11-XPA " GAP REMAIN THE SOLE PROPERTY OF THE T \V14 CONT. C6x8.2 ®TOP=+21'-6 1/2" ZENNER GROUP, INC. ANY USE OF — — _ — — — — — _ — — — _ THESE DOCUMENTS FOR PURPOSES OTHER THAN SE SSOCIATED TH =+1q'-4" T STEEL 24K JOIST w/ 5" SEAT I THE PROJECT TLISOTEDABE OW, WITHOUT 1/4' STIFFENER=+31'-4" ,*JOIST BEARING PLATE ® 4'-0" o/c I +21'-6 1/2" 3 16 2@6 PARTS \VAREHOUSE & T/BOND BEAN THE EXPRESS, WRITTEN PERMISSION \V14x43 SECTION 2ND STORY ROOF 8 OF THE ZENNER GROUP IS PROHIBITED. —+21'-4„ c 2003 THE ZENNER GROUP, INC. 2 ROWS OF PAF ® 24" o/c 6"-20 GA. SL.IPTRACK C6x8.2 ® 4'-0" o/c PRELIMINARY PRICING 11-03-03 6"-20 GA. ® 16" o/c 6"-16 GA. ® 24' o/c METAL STUD INFILL PROGRESS SET 03-03-04 5 Q3 FOR CONSTRUCTION 03-22-04 C HIGH LO\\/ ROOF BET\VEFN SHIM AS 1/4' STIFFENER PLATE ® EACH JOIST REVIEW SET 05-17-04 SERVICE DIVE AND MAIN BUILDING 6" 2" REQUIRED MC 18x427 w 5 8"D x 2 1/2" LONG EXPANSION JOINT ® FOR CONSTRUCTION 07-12-04 C6 TO BEAM Lax 3x 1/4 CONT. T PARAPET GONT. C8x11.5 (T/CHANNEL =31-4) SLOTTED HCL.E FOR 1" MOVEMENT AT S��' ION SERVICE DIVE ROOF 15 GENERAL REVISION 09-27-04 SECTION OFFICE AND ARCHIVES 1 TOP FLANGE, 3/16 I DECK CLOSURE=+31-6' „ EXPANSION JOINT. PROVIDE (2) 1/2 3 REVISED 04-21-05 TYF 3/4" = 1'-0" ��. 5 _ _ _ - - - T/STEEL / „ COORDINATE LOCATION OF HCL1=S w/ 3 8x 7 CONT. BEARING3/4!'S3. - - - - - - - - - EL VARIES I I I I C8x11.5 ®4'-0" o/c PLA"fE w/ 1/2 Ox 6" LONG JOIST MANUFACTURER. FASTEN NC18 TO HEADED STUDS ®8 o/c , / CMU w/ (2) RO\VS OF 3/4' b x 6 5/8' / I 8 METAL STUD ®24 o/c EMBEDMENT HILTI HY 150 ANCHORS ® 16" METAL STUD INFILL - / \ o/c STAGGERED. I L 3x 3x 1/4 CONT. I I 16 �NOEBEA�M TOP •�-� DECK CLOSURE I _ _ SC I ION ROOF ®EXPANSION JOINT 12 / 6"-16 GA. CONT. DEEP LEG SLIP / TRACK TYP. w/ (2) PO\vEM ACTUATED T STEEL = I 3/4" = 1'-0" 53.5 FASTENERS ® 12" o/c +28'-4" BRIDGING BEYOND \V18 6"-16 GA. 0 16" o/c (2) RO\VS OF PAF ® 12" o/c 4 -1.1 CONT. C6x8.2 AT TOP "' T PARAPET SECTION R®002NNDRFLO OR TRAINING E3 =+21'-0" 5 EXTERIOR CNU \\/ALL- 8"-18 GA. SLIP TRACK 6" 2" C6x8.2 ® 4'-0" o/c I USE C6x8.2 ASSEMBLY FOR PARAPET 3/4" = 1' -0" S3° 5 CMU \VALE BEYOND GREATER THAN 2'-0" TALL, OTHER\vl Y USE 6"-16 GA. ®24" o/c_ . I METAL STUD FRAMING PER TYPICAL SECTION 8"-18 GA. ® 16" o/c NC18 3" L5x 3x 1/4x 0'-q" LONG ON - - 8" \vlDE-20 GA. CONT. PLATE EACH SIDE OF W18 \VEB N METAL STUD INFILL I FASTENED TO DICK w/ (2) RO\VS - T/STEEL � 5 L5x 5x 1/4 BET\V1=EN JOIST OF #10 TEK SCRE\VS ®6" o/c 8 -18 GA. CONT. TRACK w/ (2) RO\VS=+21'-q" \\/18 T/STEEL - C6 TO BEAN TOP OF #10 TtC SCRE\VS ®6 o/c ON 3 A BOTTOM CHORD PANEL POINT FLANGE TYP. 3 16 I I L 3x 3x 1/4 CONT. GA (TRACK TO PLATE AND DECK) DECK OL05URE G o o T/S HSS 6x 6x 3/16 _ -- ZA JOIST BEARING 0 0 o L5x 3x 1/4x=+21'-6 1/2" T STEEL = + 23 - 4,. .: 1 2" x 7' x 1- 0" BASE PLATE w - VARIES 0'-q" LONG • L 3x 3x 1/4 CONT. (2) 3/4"fix 4 3/4" EMBED f�IIL"11/ \V16 T/PARAPET GROUTED CELL DECK CLOSURE 1'-4" 4„ 4° +5'-0" K\VIK BOLT II TO BOND BEAM =+31'-6 8" CMU BOND BEAM w/ - (2) RO\VS OF PAF ® 12" o/c 2 95 CONT. IN R TED \fig - T CMU �'=: , A SEE 8/33.2 FOR REMAINDER - _+31'-4" 7 8"0 x 2 1 2 LONG SLOTTED - DETAIL A -A _ / / PROVIDE #7 IN GROUTED DELLS ! :. INFORMATION TI HOLES FOR (3) 3/4"0 A325 BOLTS _ L4x 4x 1/4 CONT. w/ (1) RO\V 6 -20 GA. SLIPTRACK PROVIDE (4) 3/4 0 x 6 5/8 IN DCUBLE SHEAR TO ALLO\\/ FOR 1" \V1=LED INTO FOOTING UNDER COLUMN _ - 6"-16 GA. SLIP TRACK OF 3/4'Ox 6 5/8" EMBEDMENT 2 RO\VS OF PO\vDgZ ACTUATED EMBEDMENT HILT] HY 150 MOVEMENT AT EXPANSION JOINT H1LTl K\v1K BOLTS ®24" o/c FASTENERS ® 24' o/c 6 -20 GA. ®16" o/c ANCHORS. SEE DERAIL A -A _ _ - - -- 3/16 - SEE PLAN AT RETAIL PARTS BUSINESS SECTION 53.5 JOIST T/ANGLE I _ / NG18 5EE SEC ON 12/ 3 EL VARIES - SE CT] ON CENTER \\/ALL q NON- STRU CTURAL _ � • : .,� . ,�.. c -p COLUMN AT SERVICE - - 6"-16 GA. U 16 o/c I SECTON ION - SECTION ROOF @ EXPANSION JOINT rl3 _- - -= T TUBE GROUT CELLS SOLID - 1 0 ��.5+130'AT ANCHORS3/4„- "- _ H53 1Ox 6x q/16 -- BETWEEN COLUMNS �- OVERHEAD GLASS DOOR CNU INFILL BEYOND VARIES (2" MAX.) METAL ROOF DECK AT SERVICE DRIVE T PARAPET - -� SE CTl ON ENTRANCE / EXIT \VALE 2 SE CTl ON ®STAIR 92 ROOF - - 3/4" = 1'-0" S3 5 3/4„ = V-0" ��.5 ' 7 1/2"6"-16- - / CONT. GA. TRACK ® TOP & BOTTON w/ (1) 3-12 SCRE\V BOTTOM CHORD OF 3 16 GROUT ALL CELLS, JOIST OR JOIST GIRDER ENTIRE LENGTH OF \VALE EACH FLANGE -_ -■ �- A L4x 4x 1/4x 0'- 5" LONG Q = 0 z 3 T PARAPET t 200 L BS _ - ,> - _ - - � =+21-0 BOND BEAM \V/(2) #4 CONT. -_ -_ 8" OR 12" CMU 3 16 2®1 - �- G ®TOPw I.. -.._ CONT. 6 -16 GA. TRACK / REBAR IN GROUTED CELLS .. � I SEE ARCH. DA\u1NGS FOR FINISH - - (1) 3-12 SCRE\V ® EACH FLANGE - T/ S� - BEYOND TO O EXTENDED TO - - -� \vITHIN 4" OF TOP OF WALL - - - - - - - / I VARIES SEE PLANI*k _ 6"-16 GA. ®16" o/c \\/ALL PERPENDICULAR TO JOISTS - _ - L 5x3 1/2x 1/4 (LLH) CONT. a ETAL ROOF DECK j `V18 I DECK CLOSURE w/ (2) PAF ® - SEE ARCH. DA\VINGS FOR FINISH EACH STUD T STEEL �t670 LBS CMU INFILL BEYOND-- VARIES (2" MAX.) t670 lBSL / � -' f 3 16 12)<PAF®EACH STUD ------ --- --- ---- ------ 1'-0" L5x 3 1/2x 1/4 (LLH) T/PARAPET BRIDGING BEYOND 3/8"x 12"x 12" PLATE l B - CONT. DECK CLOSURE - + 31-6 8 CMU BOND BEAM w/ I 1 - / 2 #5 CONT. IN GROUTED CELL TYP I I I _ 3 16 2®1 16 2®12 _ - / / CONT. 6"-16 GA. TRACK w/ (2)=+31'-4" '' :: r - - /' ' ROWS OF POWDER ACTUATED SLOT TUBE AT PLATE TO N - - -- \V12, \V14 OR \V16 FASTENERS ®12" o/c Lax 3x 1/4 CONT. w/ 1/2"0 FIILTI L2x 2x 1/4 TYP., U.N.O. (COPE AS REQUIL3x 3x IRED) �L L 5x3 1/2x 1/4 (LLH) ALLO\V FOR DEFLECTION B - 6" MIN JOIST SLAVE ANCHORS ® 24' o/c CCNT. DECK CLOSURE _ - BEARING ..•; L4x 4x 1/4x 0'-5" LONG ENTIIRE LENGTH OFT ALL F \\/ALL - w/ (2) PAF ®EACHGRO 3 - - - BOND BEAM \\/ 2 #4 CCNT. �� : - E3 �� I /( )- 6"-16 GA. METAL STUD BRACE ®48" STUD 3/8"x 8"x 1'-0° PLATE _ „ o c MAXIMUM TO J01 ST TOP CHORD PANEL U +10 6 JOIST BEARING 8 OR 12 C.N.U. / HSS 6x 6x 3/16 POINT. PROVIDE (2) PAF CcP JOIST TOP HSS 10x 6x q/16 L6x 4x 5/16" -+28 -5 I REBAR IN GROUTED CELLS & 3 S-12 SCREWS AT WALL 7/8"x 5" LONG N - T/BOND BEAM BEYOND TO BE EXTENDED TO () 3 +4'-8' SLOTTED HOLE IN PLATE WITHIN 4 OF TOP OF WALL �; ;,. » V'LL CURTAIN \\/ALL BY OTHERS-+28'-0" CE1l1NG 8 THRU BOLT - - CONT. C6x8.2 CONT. ; : 6" 3 3 8x 8x 6" BEARING PLATE \\/ALL PARALLEL TO JOISTS BERVEEN COLUMNS / T C6 w/ (2) 1/2"Ox 6" LONG _ _ B/\VALE 24909A =-I 3'-6" HEADED STUDS ®EACH JOIST TYPICAL INTERIOR-- (VERIFY w/ ARCH. D\\/GS) DETAIL B-B drawn by: BCT/ATB 8" CNU BOND BEAN w/ 2 #5 GROUT CELLS SOLID SECTION MASONRY WALL BRACING (�10 Ty' 3 16 2®1 CONNECTION TO & \V1ND0\V \VALE checked by: BP 6"-16 GA. ® 24' o/c I I C6x 8.2 ® 4'-0" o/c CONT. IN GROUTED CELLS UNDER BEARING SYSTEM BY OTHERS sheet no.: FV STUD INFILL 3/4" = 1'-0" 53.5 -p ® 2ND FLOOR TRAINING NOTES: - HIGH LOW ROOF ® SERVICE NON-STRUCTURAL SECTON ION ®SERVICE DRIVE ROOF 3 SECTION ROOM ROOF 1. THIS DETAIL OCCURS ®6 0 O.C. MAX. SECTON DRIVE / PARTS RETURN I�1 S�CT]ON COLUMN AT SERVICE 17Nkomo 2. THE TOPS OF ALL INTERIOR \\/ALLS SHALL BE `t 3/4" = 1'-O" 53.5 SUPPORTED AS SHOWN ABOVE, UNLESS NOTED OTHER\VISE. 3/4' = 1'-0" S3.5 3/4" = 1'-0" 53.5 FRAMING SECTIONS & DETAILS 84 @ 40" o/c OR ALTERNATE: BEND VERTICAL \VALL REINFORCEMENT CENTERED IN THE 8" CMU� L4x 4x 1/4 CONT. w/ 3/4'0 x 6 5/8" EMBEEtD HILT K\VAK BOLT ® 24" o/c T \VALL +28'-0" • ' 8" CMU BOND BEAN \\ATf1 2 #5 IN GROUTED CELLS <SEE GENERAL NOTES FOR LAP LENGTHS A` 8" CMU f TRANSITION FROM 12" CMU TO 8" CMU AT EL = 24'-0" GROUT ALL CELLS SOLD ABOVE BOND BEAM AT ANGLE T ANGLE 21'-9" LO\V VARIES C23'-6 1/2" HIGH) T BOND BEAN +22'-0" 12" CNU BOND DEAN \MTH 4A2 #5 IN GROUTED CELLS I 12" CMU Q T \VALL • • 8" CMU BOND BEAM \V1TH 114 @ 40" o/c OR ALTERNATE. BEND I I 2 #5 IN GROUTED CELLS VERTICAL \VALE REINFORCEMENT SEE GENERAL NOTES FOR CENTERED IN THE 8" CNU LAP LENGTHS 8" CMU TRANSITION FROM 12" CMU 8" BEARING I TO 8" CMU AT F1 = 24'-0" ON \VALE —..—..—..—. -: ti 3/8" x 10" \VIDE x 1' - 0" LON G BEARING PLATE w/ (4) 1/2"Ox 6" LONG HEADED STUDS T BONDBEAM +22'-0" PROVIDE 4 #8 UNDER GIRDER BEARING TO FOUNDATICN \ATH MATCHING DO\VELS SECTION ROOF ®MACHINE SHOP /SERVICE 1 SC110Ns WA RI 5 SEC110N q SECTION 13 53.6 3/4�, 53.6 3/4.� = 1'-0" 53. 3/4!, _ 1'-0" 53.6 3/4" = 1'-0" = 1'-0" SECTION r 2 3/4" = 1'-0" 53. 6 f 9l Rn\\i-, nF- c-- 19 -,rRE\VS ® 6" o/c V luJV � 1V V/ 1 SECTIONROOF Alu®G��� & 6 SECTION 3/4" = 1'-0" 53.6 S w/ (2) PO\VEER > EACH STUD SECTION SEE JOIST FASTENING DIAGRAM FOR ATTACHNENT� T/\VALL - — n... ELVARIES i 8" CMU BOND BEAM w/ 2 #5 CONT. IN GROUTED CEI1 5 GROUT CELLS SOLID UNDER BEARING 3/4' = 1'-0" ................ NOT 5 - U -D `-� SE CTI ON r14 3/4" = 1'-0" �33.6) 6" MAX. Eft ®® , ,® IIIIIIIIIIIIIN ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 METAL ROOF DECK TYR BOTTOM CHORD OF 3 16 JOIST OR JOIST GIFTER ��� ---L4x 4x 1/4" L4x 4x 1/4x 1' - 0" LONG w/ (2) 5/8" 0 HILT] K\OK BCLTS w/ MIN. 3 1/2" ENBE MENT BOND BEAM w/ (2) 94 CONT. 8" OR 12" CMU 11 REBAR IN GROUTED CELLS BEYOND TO BE EXTENDED TO 53. \VITHIN 4' OF TOP OF WALL SHORT \VALL PERPENDICULAR TO JOISTS 1±670 L.BS --1f670 LBS —1f670 L.BS 3/8" x 6" CONT. BEARING -PLATE w/ 1/2"Ox 6" LONG HEADED STUDS 0 8" o/c L4x 4x 1/4x 1' - 0" LONG w/ (2) 5/8" 0 HILTI K\VAK DOLTS w/ MIN. 3 1/2" EMBEDMENT BOND BEAM w/ (2) #4 CON' \VALL PARALLEL TO JOISTS L4x 4x 1/4" AL ROOF DECK ±670 m5 L 12" C.M.U. 4R IN GROUTED CELLS OND TO BE EXTENDED TO -IIN 4" OF TOP OF WALL _"- - CAL IOR SECTION ROOF ® STAIR #2 12 SECTION ISONRYN\V/AH ACING rl 5 3/4!, = 1'-0" S3.6 NOTES: 1. THIS DETAIL OCCURS ® 6'-0" 0. C. MAX 2. THE TOPS OF ALL INTERIOR WALLS SHALL BE SUPPORTED AS SHO\VN ABOVE, UNLESS NOTED OTHERWISE. I U u tj 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com =-i e ee -. Fq A 1� � 1 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 0@2003 THE ZENNER GROUP, INC. oafs ----Luc _ PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 � GENERAL REVISION 09-27-04 l3\REVISED 04-21-05 4 IS :�ojeet_no:: 249-QQ4 drawn by: BCT/ATB checked by: BP sheet no.: FRAMING SECTIONS & DETAILS E3 6"-20 GA. 16" o/c 6"-20 GA. CONT. TRACK \VITH I I I (2) ROWS OF PAF ® 24" o/c I I L4x 4x 1/4 DECK CLOSURE ANGLE- 3 16 2@12 x x x x \V16 - I — \ SECTON 2ND FLOOR AT ARCHIVES/OFFICE 1" = 1'-0" 53.7 L4x 4x 1/4 DEC CLOSURE ANGL W SECTON 2ND FLOOR AT ARCHIVES 2 53.7 6„ T2� 6" JOIST BEARIN P pil— roe,I i I v,lj, A 3/8"x 6"x CONT. PLATE \ATH 1/2"Ox 5" LONG HEADED STUDS. (PROVIDE HOLES TO PASS CONT. \\/ALL VERTICAL REINFORCEMENT THROUGH PLATE) L4x 4x 1/4 DECK CL05URE ANGLE \VITH 1/2"0 HILTI SLEEVE ANCHORS ® 24" o/c 8" CNU BOND BEAN w/ 2 #5 CONT. IN GROUTED CELLS 8" CMU SEE PLAN Sl_. C I I ON 2ND FLOOR � INON CMU AT OMCE 3 T2�6„ F®!l f�l A GROUT ONE CELL ABOVE BOND BEAN SOLID L4x 4x 1/4 DECK CL05URE ANGLE \MTH r1/2"0 HILT SLEEVE ANCHORS ® 24" o/c 1/8 V 2 1� x x x x x— L6x 6x 3/8 CONT. w/ (2) RO\\/S OF 2.5V56 3/4"O 6 5/8" ENBEDED HILTI HY150 ® 24" o/c AT V5 JOISTS 8" CMU BOND BEAM w/ 2 #5 CONT. IN GROUTED CELLS 8" CMU SEE PLAN CV 2' - 0" 2' CV CNU SECTION J2NND FLOOR BEARING STAIRy L BY AT 4 1" = 1'-0" 53.7 8" CMU SEE PLAN 6 MIN. BEAM BEARING L4x 4x 1/4 DECK CLOSURE ANGLE \v1TH 1/2"0 HILT1 SLEEVE ANCHORS ® 24" o/c ZI Zz 1 x x x x x x 1� T BOND BEAM 8" CNU BOND BEAM _ w/ 2 #5 CONT. IN GROUTED CELLS II \\/24 OR \V21 1/8 2 3/8" x 6" x 1' - 4" BEARING PLATE w/ (2) 1/2"Ox 6" LONG HEALED STUDS PROVIDE 3 #5 FROM BEAN TO FOUNDATION \v1TH MATCHING DO\VPLS IN GROUTED CELLS SECTION BEAN 2ND FLOOR FRAMING CNU AT 5 GROUT ONE CELL ABOVE BOND BEAM SOLD L4x 4x 1/4 DECK CLOSURE ANGLE \ATH 1/2"0 HILTI SLEEVE ANCHORS ® 24" o/c (2) RO\\/S OF 3/4'Ox 6 5/8" EMBED /-HILTI HY150 ANCHORS ® 24' o/c Ti bWD BEAN ` =13'-4" (V 8" CMU BOND BEAM w/ 2 #5 CONT. IN GROUTED CELLS .. V 8" CMU SEE PLAN G12x20.7 SECTION JAaTSSTAIR�\VALLNG � CMU 6 1" = 1'-0" 53. 7 N 6" 16 GA. ® 16" o/c 6"-16 GA. CONT. TRACK \\ATH I I I (2) ROWS OF PAF ® 12" o/c I I I I L4x 4x 1/4 DECK CLOSURE ANGLE I 3 16 2®12 x x x x I I i � I � � SECTION 2ND FLOOR AT TRAINING ROOM 7 i" = 1'-0" �33.7 STRINGER BY STAIR MANUFACTURER L4x 4x 1/4 CONT. I IL I HL J I VL II 71 ILL SECTION AT STAIR OPENING 8 1" = 1'-0" 53.7 9'- n„ 1� 6"-16 GA. ® 16" o/c STAIR OR ELEVATOR 6"-16 GA. CONT. TRACK \\ATH Sf tAFT \VALE SEE (2) ROWS OF PAF ® 12" o/c ARCH. DRA\VINGS L4x 4x 1/4 DECK x x x CLOSURE — — — — — I 3" TO SLAB EDGE 2.5V56 �.-- 5UFTRACK METAL STUD INNLLAT ST� IR SECTON SHAFTAAT OFFICE ELEVATOR rq 3 HOIST BEAM HOIST CAPACITY )00 L(3S) I I I 1 SECTION SYMMETRIC ABOUT CENTERUNE H53 4x4 TO BEAN x x x— -x 1 4 TOP FLANGE 2.5V56 OR 12K3 LI R SHAFT - SHEATHING - SEE 3 1fi (2) ROWS OF ARCH. DRA\\ANGS PAF' S ® 12" o/c RAIL BY ELEVATOR 3/8"x 5"x 5" CAP PLATE21x44 NANUFACTURER 3-12 SCRE\V AT HSS 4x 4x 1/4 TO_/ EACH FLANGE SUPPORT ELEVATOR RAIL PROVIDE 1/2"x 4"x 10" BASE PLATE 1 4 \VITH (2) 3/4'Ox 6 5/8" ENBEDDED HILTI BOLT TO PIT \\/ALL (2). STUDS ON EACH SIDE OF COLUMN DETAIL A- A AT 5E CTI ON AND R IA LTSSUPPORT HOISTBEAM 10 �33.V A H35 4x 4x 1/4 TO SUPPORT HOIST BEAN AND ELEVATOR RAIL TNT SHAFT WALL BEYOND SLAB & DECK SEE PLAN I L 6x4x 5/16 (LLH) CONT. DECK CLOSURE x x x (2) PAF ® EACH STUD SUPTRACK MEDAL STUD INFILL Eft ®® EbA=Mh mmEmEmw ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 T/CHANNEL =+5'-O" ABOVE \V18 C6x13 CONTINUOUS ®TOP I I 6"-16GA CONTINUOUS TRACK w/ (2) ROWS OF POWDER ACTUATED FASTENERS ® 12" o/c TO C6 6"-16GA ® 16" o/c 6"-16 GA CONTINUOUSTr� 20 GAx 12" WIDE CONTINUOUS PLATE TRACK FASTENED TO DECK FASTENED TO DECK w/ (2) ROWS OF AND PLATE w/ (2) ROWS OF I I H10 TEK SCREWS ® 6" o/c H10 TDi SCREWS ® 6" o/c W -T— r—..—..Imo..—..—..��...—.. JOIST BRIDGING 20K JOIST \V18 20K JOIST SECTION ION AT SCREEN WALL INFILL L13� 3/4" = 1'-0" 53.7 C6x13 CONTINUOUS ® TOP 3/16 HSS 6x 6 TO BEAM TOP FLAN GE 20K JOIST-� -1 ,kT/CHANNEL = + 5- 0" ABOVE \\/18 I� /- H33 6x 6x 1/4" ® 5-0" o/c MAX CENTER OF�\V18�SPAN vIN ADDITION TO THE JOIST BRIDGING CONTINUE BRIDGING (3) BAYS ON EACH SIDE OF W18 SECTON AT SCREEN \VALL SUPPORT 14 \ 3/4" = 1'-0" 5 3.7 BASE PLATE TO H35 6x6 JOIST - SEE PLAN JOIST TOP CHORD TO PLATE SL CTI ON AT ELEVATOR SHAFT 11 I I JOI ST TOP CHORD 101 ST TOP CHORD TO PLATE. DO NOT ill1= 1'-0" 53.7 3.8 KIPS 3/16 DETAIL J-J WELD ACROSS CHORDS. METAL ROOF DECK L3x 3x 1/4 SPANNING BETWEN J T r J 1 8 T\VO JOISTS - TYP. BOTH SIDES I' H33 6x 6x 1/4' ® 5'-0" o/c MAX • — .. � I I —3/8x 12x 1'-0" BASE PLATE •—► O.q KIPS \—L2x 2x 1/4 AT GIRDER JOISTNIDSPAN - TYP. (INTALL r AFTER DEAD LOAD IS APPLIED) BEAN - SEE PLAN-/ 1/ V SECTION AT BEAM BOTTOM FLANGE BRACING rl2 7) L,I ILViI , u - SEE PLAN - SEE PLAN AND 14/33.7 SEC110N SCREEN WALL COLUMN ON JOIST rl 5 3/4' = 1'-0" 53.7 JL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ®�Q�®AAAAAAAAp//®� ia '9 0 Vi COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c02003 THE ZENNER GROUP, INC. 't=g=S-= , n- - : PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 ^ GENERAL REVISION 09-27-04 LV REVISED 04-21-05 proFec 24�Q04 drawn by: BCT/ATB checked by: BP sheet no.: FRAMING SECTIONS & DETAILS mm A® uhmmmh EVANN MEMENEW m ®®mmmmmom ENGINEERING COMPANY _6x 4x 3/8 (LLH) CONT. w/ 4' b x 6 5/8" EMBECED HILTI K\\IK BOLT ® 24' o/c ROOF DECK — SEE PLAN SEE PLAN, \\/24 BEAN — SEE PLAN SECTION T/BOND BEAM _ +22'-0" TAPERED 8" CMU — SEE ;UTRAL FOR ROOF COPE 1U BOND DEAN w/ 2 H5 ;ONT. IN GROUTED CELLS 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: �770 770) 908-9908 Fax: 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 ® SERVICE DEPARTMENT 3/4" = 1' — 0" T/ STEEL VARIES 12" CMU BOND BEAM \\1TH 2 H5 IN GROUTED CELLS 12" CMU — SEE PLAN FOR REINFORCEMENT JOIST BEARING = VARIES 3/8"x 6" CONT. BEARING PLATE w/ 1/2" Ox 6" LONG HEADED STUDS ® 8" o/c SE C I I ON O&R' @ 5H P EQUIPMENT WICK LUDE 3/4" = 1'-0" TRACK ® TOP & BOTTON w/ 5-12 S CRE\V ® EACH FLANGE 3x 1/4 CONT. DECK CLOSURE 3" \VIA— 20 GA. CONT. PLATE TENNED TO DECK w/ (2) RO\VS 910 TEK SCRE\F/S ® 6" o/c JOIST BEARING =+22'-9" (HIGH) =+22-1 1/2" (LO\\/) SECTION ND 5,OP EIMT DEPARTMENT T/PARAPET —+25'-0" 6-16 GA ® 16" o/c CONTINUOUS TRACK w/ (2) RO\VS OF 5-12 SCRE\VS ® 12" o/c STAGGERED 3 16 2®12_ L6x 6x 3/8x CONTINUOUS w/ 3/4' STIFFENER PLATE AT EACH JOIST 3/4" = 1'-0" 45TING FABRICATED BEAN — SEE PLAN STAGGER N\/ JOIST EX1311NG FABRICATED J013T — SEE PLAN AROUND EXISTING JOISTS — SEE PLAN SECTION ON COLUMN UNE 9MENT 3/4" = 1' — O" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com eyyyyCll9A8lrrrrr� VQ ° rs� p OR v9 0as ill®aasea�l,®" COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2003 THE ZENNER GROUP, INC. _- sstT=rFe e= PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 ^ GENERAL REVISION 09-27-04 /3\ REVISED 04-21-05 a -- 9 9 6 i �9 9 Q 9 a e e 249T7E4 drawn by: BCT/ATB checked by: BP sheet no.: FRAMING SECTIONS & DETAILS \/16x36 T/STEEL = 30 -1 T/STET 29' -1" 24'-9' ° 22 -0' H35 7x 7x 1/4" HSS 12x 8x 9/16" B/TUB _ 25 — 0 3 8" C O 24' — 2" HSS 12x 8x q/16" T/TUBE = 26'—Is' T/STEEL = \d18x65 \V18x65 21-11 3/8" b/18x65 \V18x65 T/STEE/STEE 20 -5' HSS lox lox 1/4" 1`I,-7„ 13/TUBE = HSS lox lox 1/4" f 71 HSS lox lox 1/4!' HS 3 lox Ox 1 r H3q lox 1 x 1/4 —� �-- 15 — 0 5/8" .J 4'-1j" J B/TUBE = L HSS 7x 7x 1/4" L _ 3' _ 8j" TYP. 3 - 8' „ 4-0 4-0 „ 4-0' 4-2' 4' 0" �� 4'-0 HSS 7x 7x 1/4" 16 - 0 5 8 TYP. HSS 7x 7x 1/4" � q Q S5.1 TYP. 9 TYP. 35. W 8 8 ' 55.1 TYP. TYP. 55. 1 1 S3.1 S3.1 C'- 0" so L TBP6 BP6 BP6- BP6 BP6 BP6 -_ T STEEL = 18 -6 B TUBE — T 10, — 6» Go L_'� V f_1 ' ' `-" ' COLUMN LINE Z. 3 �}- 1/8" - 1'-0" IS )x 1/4" DETAIL HSS - H35 CONNECTION O 1" = 1'-0" 55.1 ELEVATION AT BRACED FRAME COLUMN LINE 2 1 oil BP8 HS lq'-3 1/2" T STEEL = 8" T/ STEEL = 10'-0" O N .-1 G i r- 23'-2" T/ STEEL. = I- - 12'-0" L- ELF V ATION AT BRACED FRAMESCOLUMN LINE 5 1/8" = I' oil S5.1 H55 - b/F COLUMN CONNECTION q DETAIL /2% 1'-2" BA5E PLATE 1'O A325 BOLTS FFENER PLATES ON BOTH SIDES DETAIL HSS - \VF CONNECTION r14 ill BASE PLATE AND At - SEE SCHEL SEE SCHEDULE ON SIZE AND REINFORCING DETAIL 3/8" GUSSET Tx 16, PASSES TH SLOTS IN CEN- SEES OF "THROUGH' N ELEVATION AT DCOLR MEFR2A�ME 1/8" = 1'-0" 55.1 T/ STEEL = TT 79F_A { /A" Y 2. BP4 ELEVATION AT BRCOLUMNACED E AA9 E 6 1/8" = 1'-0" 55.1 3/8" GUSSET- PLATE \\/ORK POINT N III III III \\116 BEAM / I TYPICAL BEAN TO 6" TOTAL COLUMN CONNECTION &U LEN GTH 3/16 5" DETAIL INTERSECTION OF X-BRACING ri 0 1 1/2" = 1'-0" 55.1 X BRACING CONNECTION (15 1" = 1'-0" S5.1 1D BOTH SIDES TUBE, BOTH F-5 OF PLATE MCE BASE PLATE AND AT GU55ET PLATE _ SEE SCHEI SEE SCHEDULE ON SIZE AND REINFORCING DETAIL H55 COLUMN II SLOTTED HSS BRACE SLOT FITS OVER GUSSET PLATE \VELD Born SIDES OF TUBE ON BOTH SIDES OF PLATE FOR 12" TOTAL \VELD LENGTH ® 2" TUBE 1/4 4', 3/16 5 DETAIL X BRACING CONNECTION 11 X BRACING CONNECTION (16 IAMETER ROD BRACE CLEV15 & TURNBUCKLE GUSSET PLATE C29) 02(o Eft AMIN WINAMMOK ,gym Emommy ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: (770) 908-9908 Fax: (770) 908-9919 PEC PROJECT #03485 FLORIDA CQ.A. #7331 2.2 S5. 16'-8" 22'-11" 24'-6" \\/16x26 b/16x36 r \�16x36 T STEEL T/ STEEL = L HSS 6x 6x 1/4" PROVIDE OPENING IN TUBE TO PASS 30 -1 2-1 ROD BRACING TYP 10 B TUBE 25'-0 5/8" HS 8x 6 16 8x 6x SS 8x 6x 5 " T TUBE _ HSS 8x 6x 5/16" HSS 8x 6x 5/16" HSS 8x 6x 5/16" T _/ T/S11�3/8"r ,S-� 20 — 2 1/2' 19— 7 1 4 J \'/30x141 C= 3/4" J 13 13 �N 35. 2" 0 A325 ROD 35.1 SIM I X—BRACE FROM LO 14 TO HI GH ROOF S5.1 N o i 1 S3.1 TYP. gyp' _ p" SLAB - SEE PLAN BP6 3 L 7" BP6 FOUNDATION - SEE PLAN AT FRAMES LLL V ATION COLUMN LINES D.2 &E2 r,3 1/8" = 1'-0" 55.1 4 S5. T/ 5TEE 23' - 2" ELEVATION ATBRACED FRAME 3/8" GUSSET PLATE \06 BEAM J 3/16 5" H35 lox lox 5/16" COLUMN HSS 8x 6x 5/16" ELEVATION AT BRACED 8AMECOLUMr7A 1/8" = 1' - 0" 55.1 H55 lox lox 5/16" OR \V14x61 COLUMN L4x 4x 3/8" x 2'-0" LONG ON EACH SIDE OF \V30 T w/ (8) 3/4'0 A325 BOLTS IN DOUBLE SHEAR - \V30 I 5/16 1/4 DETAIL HSS - HSS COLUMN CONNECTION DETAIL WIT - HSS OR \VF COLUMN CONNECTION 12 13 �35.1 \VCRK POINT 00; I 0 - � III TYPICAL BEAN TO COLUMN CONNECTION HSS 6x 6x 1/4' COLUMN 1 3/8" DIANETER ROD BRACE w/ STANDARD CLEVI5 & TURNBUCKLE 3/16 5" DETAIL X BRACING CONNECTION 17 1" = 1'-0" 55.1 r DECKING NOT SHOWN FOR CLARITY 1 0 PLAN 1/4" STEEL. SHIN PLATES TYP. 3/4' x 6" x C'-12" STEEL PLATE w/ (6) 1"0 A325 BOLTS w/ NUTS SPACED 4' o/c TOP AND BOTTOM b/14x30 \0400 1/4' x 4' x 0'-10 LONG PLATE \V14 COLUMN w/ (3) 3/4' 0 A325 BOLTS FULL PENETRATION GROOVE WELD TYP. TOP & BOTTOM ELEVATION INTEIOR STEEL DETAIL AIL ONNNEC ON AT ROOF MOMENT rl 8 1" = 1'-o" 55.1 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com -'al o � -w' Q o 0. C) to '''�'a��aaaaaa®�'°® COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 ^ GENERAL REVISION 09-27-04 L� REVISED 04-21-05 3 �i 9 e g v � 9 � _projecf_n , 449014 drawn by: BPC checked by: BP sheet no.: BRACING ELEVATIONS & DETAILS 12" CMU — SEE PLAN FOR FENFORCEMENT GROUT CELLS SOLD AT ANCHORS B ANGLE +14'-2" 3/8"x 6" \\ADE CONT. PLATE w/ (1) 1/2"Ox 5" EMBEDMENT HILT HY150 ANCHORS ® 24' o/c PRE—ENGINEERED LIGHT GAGE c (PROFILE PURP05E BY TRUSS ARCHITECTURAL CRA\VINGS ROOFING AND DECKING. FEN TO TRUSSES \VITH 3-12 - /S ® 6" o/c IN FIELD AND 'ERINETER. L 2x 2x 14 GA x 0'-4" LONG METAL CUP w/ (3) PAF TO L4x 4 & (4) 3-12 SCREWS TO TRUSS TYP. TOP & BOTTOM L 4x 4x 1/4 CONT. w/ (1) 1/2"Ox 5" EMBEDMENT HILT HY150 ANCHORS ® 24' o/c 5-10" SECTION @ CANOPY 5 SECTION g 3/4" = 1'-0" S5.2 NOT 3/4' = 1' — 0" � I � O O I O 2" TYP. PLAN 1/4' STEEL SHIM PLATES TYP. 3/4' x 6" x O'-12" STEEL. PLATE w/ DECKING NOT SHO\vN (6) 1"0 A325 BOLTS w/ NUTS SPACED FOR CLARITY 4' o/c TOP AND BOTTON \V/14x30 TOP OF STEEL j, n R=27-812 1/4' x 4' x 0' -10 LONG PLATE w/ (3) 3/4' 0 A325 BOLTS FULL PENETRATION GROOVE VELD TYP. TOP & BOTTW \V14 COLUMN ELEVATION T )F I All STEEL MOMENT CONNECTION HSS 1Ox 10 WORK PONT TYPICAL BEAN TO COLUMN CONNECTION 3/8" GUSSET PLATE 1" = 1' — 0" I 3/16 V 5„ I 1/4 6" i I I DFA I L 3/8" GUSSET PLAT 5"x 16" PASSES THRCUG SLOTS IN CENTER C SIDES OF "THROUGH" TUE z PAI 1 55. \VELD BOTH 5DE5 OF TUBE ON BOTH SAS OF PLATE FOR 12" TOTAL VELD LENGTH @ 6" TUBE 3/16 V 5" \V12 BEAM �— SLOTTED HSS BRACE SLOT FITS OVER GUSSET PLATE X BRACING CONNECTION r2 55. G .. DETAIL INTERSECTION OF X—BRACING 3 1 1/2" = 1'-0" 35. G Ah T STEEL. _ 23 — 9' 0 WORK PONT I Ila HSS8x8 I Ila 1/4 3/16 V 5" 6" TOTAL /ELD LEN GTH WELD BOTH SIDES OF TUBE ON BOTH SIDES OF PLATE FOR 12" TOTAL VELD LENGTH ® 6" TUBE TYPICAL BF_Af1 TO ' / \ \V24 BEAN COLUMN CONNECTION I I I \ \\ \ SLOTTED HSS BRACE \ SLOT FITS OVER GUSSET PLATE 3/8" GUSSET PLATE 3/16 V 5" qI FAIL X BRACING CONNECTION 4 55. Eft ®® mmmom ammm ffiffimmow ENGINEERING COMPANY 3581 HABERSHAM AT NORTHLAKE TUCKER, GEORGIA 30084 Ph: 770 908-9908 Fax: �770 908-9919 PEC PROJECT #03485 FLORIDA C.O.A. #7331 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com COO Lrj O 9 VV s �6`` �� 00 � • �VV, ti COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. c02003 THE ZENNER GROUP, INC. PRELIMINARY PRICING 11-03-03 PROGRESS SET 03-03-04 FOR CONSTRUCTION 03-22-04 REVIEW SET 05-17-04 FOR CONSTRUCTION 07-12-04 GENERAL REVISION 09-27-04 REVISED 04-21-05 e Q 1 - i 8 9 33 a. e pmie�� 24M4 drawn by: BPC checked by: BP sheet no.: BRACING ELEVATIONS & DETAILS 6 4 I S MECHANICAL SYMBOLS AND LEGEND l� RETURN/EXHAUST DUCT L- ? LOUVER I WxH SUPPLY DUCT DG - ? WxH DOOR GRILLE 1c- $ o ' ROUND DUCT UC 1/2 UNDERCUT DOOR 24x122 RECTANGULAR DUCT, FIRST FIGURE IS SIDE SHOWN. SUPPLY DIFFUSER c'- INTERNALLY LINED DUCTWORK ®� RETURN OR EXHAUST GRILLE / REGISTER OTHERMOSTAT, TEMP. SENSOR �-� MOTORIZED DAMPER MONITOR THERMOSTAT OR MANUAL (DmONITOR ZONE CONTROLLER (VVT) �- VOLUME DAMPER O BC BYPASS CONTROLLER (VVT) CO SYSTEM FLEXIBLE CONNECTION CO 1 CONTROLLER/SENSOR R CO CO DETECTOR c�2 RISE IN DUCTWORK 2 STATIC PRESSURE SP (PICKUP) SENSOR D BOD BOTTOM OF DUCT �-� DROP IN DUCTWORK BPD BYPASS DAMPER ELBOW WITH TURNING VANES AD ACCESS DOORS, VERTICAL OR HORIZONTAL AD WXH e 1 TRANSITION (SINGLE LINE) c'- u 2 DUCT SMOKE DETECTOR WxH SPIN -IN FITTING WITH MANUAL DAMPER ( SERVING RUNOUT F ' FIRE DAMPER FS COMBINATION FIRE/ SMOKE DAMPER ROUND TEE WITH MANUAL DAMPER SERVING RUNOUT 20x12 E-? EXHAUST GRILLE 700 OR REGISTER R-? RETURN GRILLE 20x12 S-? SUPPLY DIFFUSER OR REGISTER 700 CFM CUBIC FEET PER MINUTE H.O.A HANDS -OFF -AUTO COEF CARBON MONOXIDE EXHAUST FAN EF EXHAUST FAN HOA HAND -OFF -AUTO (STARTER) OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OE OPEN END DUCT RA RETURN AIR RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RTU ROOFTOP UNIT SA SUPPLY AIR TA TRANSFER AIR TOD TOP OF DUCT TYP. TYPICAL VARIABLE VOLUME VVT AND TEMPERATURE MECHANICAL GENERAL NOTES 1. MECHANICAL CONTRACTOR SHALL COMPLETE THE ENTIRE MECHANICAL INSTALLATION AS PER STANDARDS AND REQUIREMENTS OF THE NFPA-90A, ASHRAE AND FLORIDA BUILDING CODES WITH AMENDMENT FROM LOCAL AUTHORITIES. 2. CONDENSATE FROM ALL AIR HANDLING UNITS SHALL BE ROUTED TO NEAREST INDIRECT DRAIN. CONDENSATE PIPING SHALL BE COPPER AND MIN. 1" IN SIZE. REFER TO FLOOR PLANS FOR SIZE AND ROUTING. THIS CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION INCLUDING CONDENSATE PUMP, PIPE, COORDINATION WITH ELECTRICAL AND PAY FOR ELECTRICAL INSTALLATION OF RECEPTACLE AND CIRCUITS FOR THE CONDENSATE PUMP. 3. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL SERVICE VOLTAGE RATING. IT IS CONTRACTOR'S RESPONSIBILITY FOR PAYING ELECTRICAL COST IF CONTRACTOR CHANGES INSTALLATION FROM THIS SCHEDULE. 4. ALL PACKAGED HVAC EQUIPMENT SHALL BE FURNISHED AND INSTALLED COMPLETE WITH DISCONNECT, STARTERS, CONTROL VOLTAGE TRANSFORMER, CONTROLS AND CONTROL WIRING. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR INSTALLING CONTROL WIRING SYSTEM. 5. ALL OTHER HVAC EQUIPMENT, UNLESS SPECIFIED IN THE SCHEDULE, SHALL HAVE ITS STARTER AND DISCONNECT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL CONTROL WIRING SHALL BE INSTALLED BY THIS CONTRACTOR. 6. UNLESS OTHERWISE NOTED, FLEXIBLE DUCT SHALL BE GENFLEX ASL-25, OR EQUAL, OF THE SAME SIZE AS THE DIFFUSER NECK SIZE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". CONNECT ALL BRANCH DUCT TAKE -OFF, ROUND OR FLEXIBLE WITH MANUAL SPIN -IN FITTING WITH BALANCING DAMPER (NO SCOOP). 7. UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. CONTRACTOR SHALL INSTALL DUCT MOUNTED SMOKE DETECTOR AT MAIN SUPPLY AIR DUCT AS PER FLORIDA BUILDING CODE. SMOKE DETECTOR SHALL BE FURNISHED BY DIVISION 16 CONT- RACTOR, INSTALLED BY THIS CONTRACTOR AND WIRED BY FIRE ALARM SYSTEM INSTALLER. DETECTOR SHALL SHUT DOWN HVAC UNIT UPON ACTIVATION BY DETECTING SMOKE IN THE SYSTEM. 9. UNLESS OTHERWISE NOTED, ALL NON-VVT SYSTEM WALL MOUNTED THERMOSTATS SHALL BE PROTECTED INSIDE,A CLEAR IMPACT RESISTANT THERMO-PLASTIC COVER, AND SHALL BE AUTOMATIC CHANGE -OVER PROGRAMMABLE TYPE. ALL THERMOSTATS MOUNTED ON EXTERIOR WALLS OR COLUMNS SHALL BE MOUNTED ON AN INSULATED SUB -BASE. 10. REFER TO DRAWING M211 FOR ROOF TOP MECHANICAL EQUIPMENT LOCATIONS. Z2 Z2 0( VVT ZONE DAMPER SCHEDULE VVT TAG tt MAX. CFM MIN. CFM DAMPER SIZE BASIS OF DESIGN 3-1 500 125 12" CARRIER - ZD-12 3-2 500 125 12" CARRIER - ZD-12 3-3 400 100 10" CARRIER - ZD-10 3-4 740 185 14" CARRIER - ZD-14 3-5 360 90 10" CARRIER - ZD-10 3-6 600 150 12" CARRIER - ZD-12 3-7 900 225 14" CARRIER - ZD-14 NOT USED 750 180 14" CARRIER - ZD-14 NOT USED 750 180 14" CARRIER - ZD-14 NOT USED 750 180 14" CARRIER - ZD-14 NOT USED 750 180 14" CARRIER - ZD-14 4-1 1380 340 16" CARRIER - ZD-16 4-2 675 170 12" CARRIER - ZD-12 4-3 610 150 12" CARRIER - ZD-12 4-4 725 180 12" CARRIER - ZD-12 NOT USED 1480 370 16" CARRIER - ZD-16 NOT USED 600 150 12" CARRIER - ZD-12 NOT USED 320 80 8" CARRIER - ZD-08 NOT USED 1020 250 14" CARRIER - ZD-14 NOT USED 790 200 14" CARRIER - ZD-14 NOT USED 790 200 14" CARRIER - ZD-14 7-1 410 100 10" CARRIER - ZD-10 7-2 450 110 10" CARRIER - ZD-10 7-3 500 125 10" CARRIER - ZD-10 7-4 300 75 8" CARRIER - ZD-08 7-5 450 110 10" CARRIER - ZD-10 7-6 130 30 8" CARRIER - ZD-08 7-7 960 240 14" CARRIER - ZD-14 8-1 475 120 10" CARRIER - ZD-10 8-2 485 120 10" CARRIER - ZD-10 NOT USED 660 165 12" CARRIER - ZD-12 NOT USED 440 110 10" CARRIER - ZD-10 NOT USED 940 235 14" CARRIER - ZD-14 10-1 350 90 10" CARRIER - ZD-10 10-2 410 100 10" CARRIER - ZD-10 10-3 840 210 14" CARRIER - ZD-14 16-1 555 130 12" CARRIER - ZD-12 16-2 320 80 8" CARRIER - ZD-08 16-3 265 65 8" CARRIER - ZD-08 16-4 510 125 10" CARRIER - ZD-10 16-5 880 220 14" CARRIER - ZD-14 16-6 300 70 8" CARRIER - ZD-08 16-7 555 130 12" CARRIER - ZD-12 Al VVT BYPASS DAMPER SCHEDULE BPD TAG u MIN. CFM MAX. CFM DAMPER SIZE BASIS OF DESIGN 2-1 O 1500 12" CARRIER - ZD12 2-2 0 1500 12" CARRIER - ZD12 3-1 0 1140 12" CARRIER - ZD12 3-2 0 1140 12" CARRIER - ZD12 4-1 0 1505 12" CARRIER - ZD12 4-2 0 1505 12" CARRIER - ZD12 5-1 O 1875 14" CARRIER - ZD14 5-2 O 1875 14" CARRIER - ZD14 7-1 0 1205 12" CARRIER - ZD12 7-2 0 1205 12" CARRIER - ZD12 8-1 O 1125 12" CARRIER - ZD12 8-2 0 1125 12" CARRIER - ZD12 10-1 O 1200 12" CARRIER - ZD12 16-1 O 1280 12" CARRIER - ZD12 16-2 0 1280 12" CARRIER - ZD12 WT DAMPER SYSTEM NOTES 1. THE VVT BASIS OF DESIGN IS THE CARRIER COMFORT SYSTEM VARIABLE VOLUME AND TEMPERATURE (#33CS) FOR A DUCTED RETURN APPLICATION. EACH BPD IS SERVED BY A BYPASS CONTROLLER TO BE LOCATED ADJACENT TO ONE OF THE VVT TEMPERATURE SENSORS WITHIN THE RTU ZONE. THE BYPASS DUCT SHALL CONNECT TO THE RETURN DUCT A MINIMUM OF 15 LINEAR FEET FROM THE RTU RETURN INLET. A STATIC PRESSURE PICKUP DEVICE SHALL CONNECT TO THE BPD USING STATIC PRESSURE TUBING AND SHALL BE LOCATED 5 DUCT DIAMETERS DOWNSTREAM OF BYPASS TAKEOFF, BUT UPSTREAM OF THE FIRST ZONE TAKEOFF. EACH VVT SYSTEM SHALL HAVE A MONITOR THERMOSTAT (VVT MONITOR MODE) WHICH WILL CONTROL THE ZONE IT IS LOCATED WITHIN AND THE REMAINING ZONE CONTROLLERS WITHIN THAT SYSTEM OF VVT DAMPERS. 2. THE CONTRACTOR SHALL PROVIDE THE NECESSARY DUCTWORK TRANSITIONS NECESSARY FOR CONNECTING ROUND AND/OR RECTANGULAR VVT/BYPASS DAMPERS TO THE DUCTWORK SHOWN ON THE DRAWINGS, EVEN IF TRANSITION FITTING SYMBOL IS NOT INDICATED. 3 THE VVT AND BPD (BYPASS) DAMPERS SHALL BE SIZED PER THE SCHEDULE ON THE DRAWINGS. 4. THE CONTRACTOR SHALL SET THE MAXIMUM AND MINIMUM VVT DAMPER ACTUATOR POSITIONS BASED ON THE MAXIMUM AND MINIMUM CFM'S SCHEDULED ON THE DRAWINGS. 5. EACH VVT SYSTEM SHALL BE POWERED BY A DEDICATED 1 15V/1 0 CIRCUIT SIZED TO HANDLE THE RESISTANCE IN EACH CIRCUIT AND LOCATED ABOVE THE CEILING AND WITHIN THE RTU ZONE BEING SERVED (RTU'S 2,3,4,5,7,8,10 & 16). SEE ELECTRICAL DRAWINGS FOR JUNCTION BOX LOCATION. PROVIDE EACH VVT DAMPER WITH THE NECESSARY TRANSFORMER AND CONTROLS TO INTERFACE WITH ALL VVT SYSTEM COMPONENTS (DX COIL SENSORS, MONITOR THERMOSTATS, BYPASS CONTROLLERS, TEMPERATURE SENSORS, ETC.) THE CONTRACTOR SHALL COORDINATE ALL VVT POWER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR AND THE INSTALLATION SHALL BE CERTIFIED BY A CARRIER DISTRIBUTOR. VVT SYSTEM SHALL BE BY SAME MANUFACTURER AS THE ROOFTOP UNIT MANUFACTURER FOR COMPLETE COMPATIBILITY. OUTSIDE AIR REQUIREMENT PER 2000 FMC and NFPA 88B SPACE ID EXHAUST AIR REQ'D PER CODE EXHAUST AIR DESIGNED OA VENTILATION REQ'D PER CODE FRESH AIR OA DESIGNE SHOWROOM, 7,800 SF - - 0.3 CFM/SF 2,340 CFM 2,340 CFM OFFICES/CONE./TELECOMM. 18,965 SF - - 20 CFM/PER 4,220 CFM 4,530 CFM 75 CFM/ WC OR UR SERVICE DEPT. 649,800 CF 64,980 CFM * 65,300 CFM 6.0 AC 64,980 CFM * 65,300 CFM SERVICE DRIVE, 100,965 CF 5,048 CFM 5,300 CFM 3.0 AC - - WARE 5,190 SF - - - 0 _CFM/SF 260 `CFM 00- FM * TOTAL VENTILATION AVAILABLE IS BASED ON THE SUMMATION OF EF-8, EF-9, EF-13, AND (6) COEF FANS. ELECTRIC UNIT HEATER MARK SERVICE MODEL/MFR TYPE CFM K WEIGHT(Ibs) NOTES EUH-1 QUICK LUBE MARKEL 5100 HORIZ FAN FORCED 700 34.1 10 55 1,2,3,4 EUH-2/EUH-3 SERVICE DRIVE MARKEL 5100 HORIZ FAN FORCED 700 34.1 10 55 1,2,3,4 EUH-4 CAR WASH EQUIP MARKEL 5100 HORIZ FAN FORCED 400 17.1 5 55 1,2,3,4 EUH-5 EQUIP/COMPR./OIL STOR MARKEL 5100 HORIZ FAN FORCED 700 25.6 7.5 54 1,2,3,4 EUH-6 DETAIL MARKEL 5100 HORIZ FAN FORCED 700 34.1 10 55 1,2,3,4 NOTES: 1. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS. 2. PROVIDE 24 VOLT CONTOL TRANSFORMER AND DISCONNECT SWITCH. 3. PROVIDE INTEGRAL THERMOSTAT. 4. PROVIDE UNIVERSAL CEILING BRACKET 0 HVAC DESIGN CRITERIA HVAC LOAD FOLLOWING CALCULATION ARE PARAMETERS BASED ON OVERAL WALL U - VALUE 0.143 ROOF U - VALUE 0.052 GLASS U - VALUE 0.55 GLASS SHADING COEFFICIENT 0.73 DOOR U - VALUE 0.55 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com .. ...... s..�i �N o� Q �cv COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE "ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Oc 2004 THE ZENNER GROUP, INC. ,., .. ........ _ u.-a I, c e. S..... ::::::::: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: BL checked by: DLU/MEH Sr. sheet no.: Mechanical Symbols, Legend, Notes and Equipment Schedules A A ROOF TOP AIR CONDITIONING UNITS SYMBOL RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-7 RTU-8 RTU-9 RTU-10 RTU-1 1 /RTU-12 RTU-13 RTU-14/RTU-18 RTU-15 RTU-16 RTU-17 RTU - 1 9/RTU - 20 TYPE ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL ELEC. HEAT/COOL INDOOR FAN CFM 5000 3150 4000 4000 5000 3200 3000 2400 1600 7000 4000 6000 3000 3400 2000 7000 NOMINAL TONS 10 7.5 10 10 12.5 10.0 1 7.5 6.0 4.0 20.0 12.5 18.0 8.5 8.5 5.0 90.0 MINIMUM OUTSIDE AIR, CFM 100 660 800 710 870 650 435 300 1 400 2800 1600 2540 750 460 320 2800 EXT. STATIC PRESSURE , IN. I-� 0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 0.75 0.65 1.0 1.0 1.0 1.0 1.0 0.75 1.0 SENS. CAPACITY, 102,500 67,200 91,500 91,500 114,200 82,000 67,200 59,200 34,700 176,000 102,500 171,000 68,900 73,000 46,700 176,000 BTU HR TOTAL CAPACITY BTU H R 128,500 92,900 125,809 125,800 149,800 121,900 92,900 78,900 48,900 2453000 145,100 233,000 101,200 102,600 63,800 245,000 z DRY BULB ENTER AIR, °F 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 o u WET BULB ENTER AIR, F 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 SEER / EER - / 11.0 -/11.0 - / 11.0 -/11.0 -/9.8 -/11.0 -/11.0 -/11.1 13.0/11.1 -/9.7 -/9.8 -/10.0 -/10.8 -/10.8 13.0 / 11.0 -/9,7 REQUIRED MBH 49.8 380 4 47.3 23.0 3.8 39.4 31.2 28.5 28.7 140.5 94.4 141.2 54.6 4 7.8 145.4 ELEC. HEAT, KW 16.5 1 14 0 16.5 16.5 16.5 16.5 14.0 1 1.5 1 1.5 32.0 27.8 32.0 16.5 14.0 6 32.0 C� z NO. OF STAGES 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 2 f- Q MINIMUM MTR HP 5.0 3.0 3.0 3.0 5.0 3.0 3.0 2.0 1.0 7.5 3.0 5.0 3.0 3.0 2.0 7.5 AREA SERVED VEHICLE DELIVERY SALES/ GEN.OFFICES SALES TOWER SALES GENERAL SERVICE PARTS TOOLS/EMP. SERVICE SERVICE SERVICE_ 2ND FLR 2ND FLR EXPANSION 207 SERVICE SHOWROOM SALES SHOWROOM OFFICES OFFICES WAREHOUSE BREAK AREA DEPT. DEPT. DEPT. MEETING ROOM OFFICES -DEPT BASIS OF MINIMUM CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER DESIGN 50H3012 50HJ008 50HJ012 50HJ012 50HJ014 50HJ012 50HJ008 50HJ007 50HJ005 50TMO25 50HJ014 50TMO20 50HJ009 50HJ009 50HJ006 50TMO25 NOTES 1,2,3,4,5 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5 1,2,3,4,5,7 1,2,3,4,5,E 1,2,3,4,5,E 1,2,3,4,5,6 1,2,3,4,5 1,2,3,4,5,7 1,2,3,4,5 1,2,3,4,5,E WEIGHT 1060 900 1060 1060 1073 1060 900 655 560 2020 1073 1960 T� I 900 1060 580 2020 NOTES: Al 1. PROVIDE WITH FACTORY ROOF CURB. COORDINATE EXACT CURB LOCATION AND ORIENTATION WITH THE STRUCTURAL DRAWINGS. 2. T-STATS FOR HVAC UNITS AND VVT DAMPERS SHALL BE LOCATED PER DRAWING PLANS. T-STAT FOR NON-VVT UNITS SHALL BE WALL MOUNTED ELECTRONIC PROGRAMMABLE WITH CLEAR LOCKABLE COVER. 3. PROVIDE BELT DRIVE UNIT. 4. PROVIDE WITH MOTORIZED OUTSIDE AIR DAMPER TO PROVIDE UP TO 50% OUTSIDE AIR. 5. PROVIDE DISCONNECT SWITCH PER MANUFACTURERS RECOMMENDATIONS. COORDINATE ALL ELECTRICAL REQUIREMENTS. 0 W 6. PROVIDE DROP -BOX CONCENTRIC SUPPLY/RETURN ASSEMBLY EQUAL TO PLENUMS INC., ADAPTABLE TO THE RTU MANUFACTURER'S CURB WITH INSULATED ADAPTER PAN, CONVERTER, ALUMINUM DOUBLE DEFLECTION SUPPLY REGISTERS ON THE SIDES AND EGGCRATE RETURN IN THE BOTTOM/CENTER. 7. UNIT TO UTILIZE VVT SYSTEM OF DAMPERS, CONTROLLERS, SENSORS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED, EQUAL TO CARRIER COMFORT SYSTEM #33CS WITH DX COIL SENSOR AND RELAY PACK. 0 EXHAUST FANS MARK EF-1 EF-3A EF-313 EF-4 EF-5 EF-6 EF-7 EF-8/-9/EF-13 EF-10 EF-1 1 & 12 CFM 5300 2940 450 825 600 3200 445 rll16800 4000 300 STATIC PRESS, "W.G. Q•5 0.375 0.375 0.375 0.375 0.25 0.4 0.15 0.375 0.4 AREA SERVED SERVICE DRIVE DETAIL SHOP WINDOW TINTING 1 ST FLOOR RESTROOMS SERVICE RESTR OMS COMPRESSOR 2ND FLOOR RESTROOMS SERVICE SHOP EMERG EXHAUST QUICK LUBE 174 BREAK RM 212 & CAFE SPEED, RPM 692 805 1227 1788 1500 970 1401 335 1220 1185 MAX. SONES 11.5 9.1 6.1 11.2 8.4 13.1 6.5 14.8 18.7 4.5 FAN TYPE CRE CRE CRE CRE CRE CRE CRE CURE CRE CRE HP 1.0 1/2 1/6 1/4 1/6 1/2 1/6 2 1 1/6 DRIVE BELT BELT BELT BELT BELT BELT BELT BELT BELT BELT BASIS OF DESIGN COOK 245ACEB COOK 195 EB COOK 1 C COOK 100ACEB COOK 100ACEB COOK 18OAC56 COOK 80ACEB COOK 445 ACRUB COOK 180AC5B COOK 80 ACEB NOTES 1,2,3,9,10 rl,2,3,4 1,2,3,4 1,2,3,5 1,2,3,5 1,2,3,4,10 1,2,3,5 1,3,6,8,10,11,12 2,3,4,6,8,10 1,2,3,5 WEIGHT # 380 2 1 110 110 150 110 650 150 110 ROOF OPENING 25.5" SQUARE 25.5" SQUARE 13.5" SQUARE 13.5" SQUARE 13.5" SQUARE 25.5" SQUARE 13.5" SQUARE 49.5" SQUARE 25.5" SQUARE 13.5" SQUARE CRE - CENTRIFUGAL ROOF EXHAUSTER PRE - PROPELLER ROOF EXHAUSTER. EXHAUST FAN EQUIPMENT NOTES: CREU - CENTRIFUGAL UPBLAST ROOF EXHAUSTER. PWE - PROPELLER WALL EXHAUSTER. 1. FACTORY DISCONNECT SWITCH. COORDINATE WITH ELECTRICAL. 2. BACK DRAFT DAMPER AT FAN. 3. ROOF CURB WITH DAMPER TRAY. 4. CONTROL THROUGH LINE VOLTAGE THERMOSTAT, OR PROVIDE. 120V/24V TRANSFORMER WITH LOW -VOLTAGE T-STAT. 5. CONTROL THROUGH TIME CLOCK. 6. CONTROL INTERLOCKED WITH MOTORIZED OUTSIDE AIR DAMPER. 7. MOTOR SIDE GUARD. 8. PROVIDE AND INSTALL H-O-A COMBO STARTER WITH THE EQUIPMENT. 9. EXHAUST FANS SHALL BE CONTROLLED THROUGH THERMOSTAT, AND INDIVIDUAL STARTER CIRCUIT. INTERLOCK WITH DOOR SWITCH INDICATED ON DRAWINGS. DOOR SWITCH SHALL BE PROVIDED BY MECHANICAL CONTRACTOR. 10. UNIT EQUIPPED WITH FIRE STAT FOR SHUT -DOWN. 11. MOTORIZED DAMPER AT FAN. 12. EXHAUST FAN SHALL BE CONTROLLED THROUGH CO SENSOR. SIZE PRESSURE DAMPER INTERLOCK FRAME SCREEN MANUFACTURER TAG W X H CFM DROP OPERATOR WITH TYPE AND MODEL NUMBER INCHES IN W - BELIMO L1/L2 48x72 8400 0.06 AF-120-S EF-8 FLANGE BIRD RUSKIN ELC6375D BELIMO MO L3/L4 48x72 8400 0.06 AF-1 EF-9 FLANGE BIRD RUSKIN ELC6375D BELIMO MO L5/L6/I_7 48x72 8400 0.06 AF-1 EF-13 FLANGE BIRD RUSKIN ELC6375D BELIMO MO L8/L9 30x3O 2100 0.04 AF-1 EF-10 FLANGE BIRD RUSKIN ELC6375D NOTES: A. PROVIDE BAKED ENAMEL FINISH WITH FINAL COLOR SELECTION BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL. SUBMIT COLOR CHART WITH SHOP DRAWINGS. B. ACTUATOR / OPERATOR TO BE 120V/10. PROVIDE JACKSHAFT & COMPONENTS FOR ACTUATOR MOUNTING OUT OF WALL. 0 CARBON MONOXIDE EXHAAST FANS 4 ITEM NUMBER /�rCOEF-1 C EF-2/COEF-3 COEF-4/COEF-6 COEF-5 CFM 2600 2300 3100 S. P. EXT. 3" 3" 3" MOTOR HP 2.0 2.0 2.0 WHEEL 0 12" 12" 15" BAROMETRIC DAMPER YES YES YES ELEC. CHAR. 460/3/60 460/3/60 460/3/60 WEIGHT # 220 220 250 DRIVE BELT BELT BELT BASIS OF DESIGN HARVEY BD-11 HARVEY BD-11 HARVEY BD-12 COMMENTS 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 EQUIPMENT NOTES: 1. EQUIPMENT SHALL BE ADJUSTED TO EXHAUST THE REQUIRED CFM OF CARBON MONOXIDE AT THE COMPLETION OF THE PROJECT AND SHALL HAVE THE ABILITY TO BE MODIFIED AT FIELD FOR THE RATED CAPACITY AS A WARRANTY WORK. 2. THIS CONTRACTOR IS RESPONSIBLE FOR THE STARTER AND COMPLETE CONTROL WIRING TO THE EQUIPMENT EXCEPT POWER WIRING. 3. EQUIPMENT SHALL BE INSTALLED AT THE ROOF ON A ROOF CURB WITH WEATHER HOUSING AND VIBRATION ISOLATOR. PROVIDE MINIMUM 7'-0" HIGH/14" O/PVC COATED (INSIDE) FAN STACK SECURED TO ROOF WITH DISCHARGE NOZZLE SIZED FOR 4000 FPM VELOCITY DISCHARGE, PER DETAIL ON M003. OF 5. COEF FAN INFORMATION IS PROVIDED FOR CONTRACTOR COORDINATION USE. REFER TO ACTAUL INSTALLATION BY THE EQUIPMENT SUPPLIER FOR FINAL REQUIREMENT. DIFFUSERS, REGISTERS & GRILLES ITEM NO. S-1 S-2 S-3 S-4 S-5 S-6 R-1 R-2 R-3 E-1 E-2 E-3 DG-1 FRAME LAY -IN 24x24 LAY ,SIN 4 L(2)1 SLOT SURFACE MTD SURF. MTD 12x12 SURF. MTD 24x24 SURF. MTD, 4 L 1 1 SLOT LAY -IN 24x24 LAY -IN 24x12 SURF. MTD LAY -IN 24x24 LAY -IN 24x24 SURF. MTD DOOR 18x18 THROAT/NECK SEE PLANS SEE PLANS SEE PLANS SEE PLANS SEE PLANS SEE PLANS 22x22 22x10 SEE PLANS SEE PLANS 22x22 SEE PLANS 16x16 MAX. CFM -- -- -- -- -- MAX. NC. 30 30 30 30 30 30 25 25 25 25 25 25 N/A DAMPER OBD OBD OBD OBD OBD OBD N/A N/A N/A OBD OBD OBD -- DESIGN BASIS TITUS TDC TITUS TBDI-80 TITUS 30ORL TITUS TDC TITUS TDC TITUS TBD1-80 TITUS 50F TITUS 50F TITUS 350RL TITUS 50F TITUS 50F TITUS 50F TITUS CT700L TYPE LOUVERD FACED SLOT DIFFUSER SIDE WALL LOUVERD FACED LOUVERD FACED SLOT DIFFUSER EGGCRATE EGGCRATE LOUVERD FACED EGGCRATE EGGCRATE EGGCRATE SIDE WALL NOTES 1 1, 2 1 1 1 2,4 1 1 1 1 1 1 3 GENERAL NOTES: Al Al 1. ALL TERMINAL DEVICES SHALL BE WHITE FINISH UNLESS NOTED OTHERWISE ON ARCHITECTUAL DRAWINGS. 2. LINEAR SLOT DIFFUSER WITH INSULATED PLENUM, SIDE CONN. UNLESS NOTED TOP ON DWGS. 3. DG-1 SHALL BE ALUMINUM WITH AUXILIARY MOUNTING FRAME.. 4. COLOR/FINISH TO BE SELECTED BY THE ARCHITECT. F 0 0 HVAC SPLIT SYSTEM INDOOR UNITS SYMBOL AHU-1 AHU-2 TYPE HORIZONTAL HORIZONTAL NOMINAL TON 2.0 3.0 TOTAL CFM 800 960 MINIMUM OUTSIDE AIR, CFM 0 0 EXT. STATIC 0.5 0.4 PRESSURE , IN. HL 0 TOTAL CAPACITY 23,600 34,000 BTU/HR J J O SENS. CAPACITY, BTU/HR 18,300 24,000 o00 DESIGN BASIS LIEBERT FURNISHED CARRIER FURNISHED MOTOR HP, MIN 1/2 1/3 FILTER LIEBERT FURNISHED CARRIER FURNISHED zQ HEATER RATING, KW 4.7 - Ll = N0. OF ELEMENTS - _ V NO. OF STAGES 1 - U w DESIGN BASIS NOTES 1,2 2 DESIGN BASIS LIEBERT CARRIER MINIMATE MM24 FA4A036 LOCATION COMPUTER ROOM ELECT. ROOM WEIGHT 225 118 1. PROVIDE STEAM GENERATING TYPE HUMIDIFIER (1.5 KW). 2. PROVIDE DISCONNECT SWITCH AND COORDINATE ALL ELECTRICAL REQUIREMENTS. HVAC SPLIT SYSTEM OUTDOOR UNITS SYMBOL CU-1 CU-2 TYPE AIR COOLED - DX AIR COOLED - DX OUTSIDE AMBIENT DESIGN AIR TEMP IN 'F (DB/WB) 92/77 92/77 COOLING CAPACITY, TOTAL BTU/HR 23,600 33,400 MINIMUM EER 11.0 10.0 LOCATION ON ROOF ON ROOF DESIGN BASIS LIEBERT PFCO27A-H CARRIER 38CKC-036 MATCHING AIR UNIT AHU-1 AHU-2 WEIGHT 200# 138# NOTES 1 1 1. PROVIDE DISCONNECT SWITCH PER MANUFACTURER RECOMMENDATIONS. COORDINATE ALL ELECTRICAL REQUIRMENTS. 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ..................... _. . N o� o COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. .............. r.;�., es �J_ PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: BL checked by: DLU/MEH Sr. sheet no.: MDD2 Mechanical Schedules BRANCH DUCT AIR FLOW TYP. SPIN -IN FITTING W/SCOOP & DAMPER TYP. FLEXIBLE DUCTWORK. (MAX. LENGTH 5') X TYP. ROUND DUCTWORK - CLAMP TYP. CEILING DIFFUSER NOTE: MAINTAIN A MINIMUM OF 2'-0" BETWEEN TAKE OFF'S TYPICAL FELEXIBLE DUCT TAKE -OFF DETAIL NOT TO SCALE 6" UNFACED BATT INSULATION ON ROOF DECK UNDER UNIT & 2 LAYERS OF 5/8" GYP BOARD. CURB FURNISHED BY UNIT MFG FLASH WATERTIGHT BRACING - SEE STRUCTURAL SECURE VAPOR BARRIER TO LINED DUCTWORK WITH MASTIC ALL AROUND OVERLAP INSULATION A MINIMUM OF 2' ROOF -TOP AIR CONDITIONING UNIT MAIN BRANCH DUCT SPIN -IN FITTING W/AIR SCOOP AND DAMPER BAND AROUND FLEXIBLE DUCT TO METAL COLLAR FLEXIBLE DUCTWORK MAX. LENGTH OF 5-0" TURNING VANES INSULATION DUCT COLLAR ,-CEILING ROUND RIGID DUCT ` PLENUM PROOF PLASTIC SCREW CLAMP (TYP.) TYPICAL LAY -IN DIFFUSER NOTE: MAINTAIN A MINIMUM OF 2"-0" BETWEEN TAKE OFFS LOW CLEARANCE DIFFUSER CONNECTION DETAIL NOT TO SCALE INSTALL UNIT LEVEL CUT HOLES IN ROOF JUST LARGE ENOUGH FOR DUCTS AND CAULK REMAINING GAPS AIR TIGHT / FLEXIBLE CONNECTION SUPPLY AIR �� �� RETURN AIR ROOF DECK CEILING ROOF - TOP UNIT DETAIL NOT TO SCALE MASTIC ALL AROUND VAPOR BARRIER DUCT INSULATION PER SPECIFICATION DUCT LINER TERMINATION NOT TO SCALE Al MOTOR HOUSIN' ELECTRIC CON WOOD NAILING PREFAB ROOF SEE NOTE #2 RIGID CONDUIT ACCOMMODATE ELECTRICAL WI GRAVITY BACK[ DAMPER / MC DAMPER, SEE F FLO� SEE PLANS FOR C'1-7— %lr nl If�_r 4 EXHAUST GRILLE. AIR FLOW EXHAUST GRILLE MOUNTING NOT TO SCALE POWER ROOF VENTILATOR DETAIL CURB CAP SEE NOTE #1 SEE NOTE #2 ROOF �MPER NOT TO SCALE NOTES: 1. SECURE CURB CAP TO WOOD NAILING WITH 3/8" CADMIUM LAG BOLTS NOT OVER 12" ON CENTER. 2. SECURE ROOF CURB, DUCTWORK & DAMPER TO ROOF WITH EXPANSION BOLTS (CONCRETE ROOF) OR RUST RESISTANT BOLTS (METAL DECK AND BAR JOIST ROOF). 3. SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED WITH ROOF VENTILATOR. 4. RUN ELECTRIC LINES THROUGH CLEARANCE HOLE PROVIDED IN GRAVITY DAMPER, THEN THROUGH VENTILATOR ELECTRICAL CONDUIT GUIDE. CAULK PERIME CAULK RAIN S NTEL (BY OTHERS) UCT LIP ANGLE =NTIRE PERIMETER) IRDSCREEN FRAME IRDSCREEN OUVER OUVER FRAME TALL OUTSIDE AIR LOUVER DETAIL NOT TO scnLe AIR FLOW BIRDSCREEN 0 ROOF CURB FURNISHED E HOOD SUPPL IIN. REQUIRED. SUM HOUSING TRANSITION TO ROOF OPENING, SEE FLOOR PLAN FOR SIZE. EXHAUST HOOD DETAIL NOT TO SCALE FOP UNIT NOTE: 1. BRING ROOF MATERIAL UP SEE HVAC FLOOR PLAN OVER ROOF CURB. FOR SIZE & CONTINUATION 2. RUN COND. DRAIN FULL SIZE OF UNIT CONNECTION TO PRIMARY ROOF DRAIN. 1� 3. INSTALL SMOKE DETECTOR (PROVIDED BY ELECT. CONTR.) IN SUPPLY DUCT. SEE FLOOR PLAN FOR HVAC UNITS REQUIRING SMOKE DETECTOR. TYPICAL ROOFTOP INSTALLATION DETAIL NOT TO SCALE ACCESS PANEL SLEEVE--, ,I NO CURB j e. a a . a d No A.P. ALTERNATE LOCATION) SLEEVE MOUNTING ANGLES AROUND PERIMETER OF SLEEVE (LAP OPENING BY I" MIN.) WITH CURB ° 4 a e OPENING +1 /8" PER LINEAR FOOT BOTH DIMENSIONS,1 /4" MIN. BREAKAWAY CONNECTION AS PERMITTED BY SMACNA, MAY BE RIGID IF SLEEVE IS HEAVY GAUGE AS RECOMMENDED BY SMACNA.(TYP. FOR VERTICAL & FLOOR SLOT) HORIZONTAL FIRE DAMPER NOT TO SCALE 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ...... ............. N c� O N COPYRIGHTED DOCUMENT Details DISCHARGE NOZZLE SIZED TO MAINTAIN 4000 FPM (20.3 M/S) OUTLET VELOCITY 1 \,* /--- AS REQUIRED GLUE AND TOE NAIL 2-4"x4" ') REDWOOD BLOCKS, LENGTH (D Al AS REQUIRED (12" MIN.) 14"4 18 GA. GALV. STEEL EXHAUST STACK (PVC (:D COATED ON INSIDE) 2-HOLE GALV. STEEL 14" 0 ACOUSTICAL FLEX - o TYPICAL. UNLESS NOTED PIPE CLAMP (TYP) SUPPORT AS REQUIRED OTHERWISE COPPER STRAP TO PREVENT SAGGING GUY WIRE (4 REQUIRED) WELDED JOINT CONDENSATE DRAIN LINE p SECURE FLEX DUCT W/ BAND � SLOPE TO DRAIN PLENUM PROOF PLASTIC ON INSIDE LINER & W/ BAND 3 4" THICK WALK PAD. BAND OR SCREW CLAMPS, ON OUTSIDE OF INSULATION DRIP LIP MIN. 6'-0" FULLY ADHERE IN BUILT-UP TYPICAL----,,,,,,,,, FULL SIZE INTERNALLY TRANSITION (PVC � SECURE GUY ROOFING BOND AGENT - F--1r---1 LINED PLENUM W/ COATED INSIDE) 14" 0 TAP -TYPICAL WIRE TO ROOF I I I I I (TYPICAL) NOTES: I I I I CARBON F.C. CEILING � MONOXIDE 1. BLOCKING SHALL BE INSTALLED A MINIMUM OF 8'-0" O.C. ji AND AT EACH CHANGE OF DIRECTION OF PIPING AND A WALL EXHAUST � MINIMUM OF 7" ABOVE ROOF TO TOP OF BLOCKING. R-1B, 24x24 GRILLE FAN �—� � ; � � 2. FOR ROOF CONSTRUCTION TYPE REFER TO ARCH DWGS. IN CEILING GRID 3. EXTEND PVC CONDENSATE DRAIN FROM ROOFTOP UNITS TO NEAREST ROOF DRAIN. FOR RTU'S INSTALLED ON METAL ROOF, EXTEND DRAIN LINE TO NEAREST GUTTER. PAINT PIPE TO MATCH METAL ROOF. ROOF � TRANSFER DUCT DETAIL � ROOF PIPING SUPPORT NOT TO SCALE SECURE STACK TO ROOF DRAIN, 1/2" (15 MM) NOT TO SCALE (TYPICAL) WELDED COUPLING CARBON MONOXIDE EXHAUST FAN STACK DETAIL r�l r7A NI r)I IT PTCH DOWN TOWARD DRAII\ CLEAN OUTS L NOT TO SCALE I-VnAKIC`1/l1\1 \/AI \/[77 WELD (BOTH SIDES) VIBRATION ISOLATOR - COMBINATION DOUBLE DEFLECTION NEOPRENE/ SPRING IN -LINE HANGING -TYPE. MIN. 1.25" DEFLECT. MASON IND. 3ON OR EQUAL_. ANGLE IRON NUTS & WASHER NUT & WASHER CHANNEL �-3/8" ALL -THREAD ROD FAN COIL UNIT OR AHU ATTACH UNIT TO SUPPORTS. FAN COIL/AHU SUPPORT DETAIL NOT TO SCALE NOTE: PROVIDE MINIMUM 1-1 /2" DEEP AUXILIARY DRAIN PAN UNDER THE UNIT. PAN SHALL BE MIN, 3" LARGER ALL AROUND., PAN SHALL BECONSTRUCTED OF MIN. 24 GAGE GALVANIZED SHEET METAL. PROVIDE FLOAT SWITCH IN THE AUXILIARY DRAIN PAN, TO SHUT DOWN UNIT UPON OVERFLOW. 1 /2" GAP, 4 SIDES 1 1 /2"x 1 1 /2"x 1 /8" GALV. ANGLE MIN. 1 OVERLAP ON WALL HAT, SAME GAUGE AS APPROVED BREAK - SLEEVE % A -WAY JOINT ACCESS DOOR T- A 7 16 GAGE METAL CAP PE "B" ZFIR�DAMrER PITCH TREATED WOOD ROOFING TO EXTEND UP AND ? — � +1 OVER RAIL SEE GENERAL NOTE #2 ON WHERE X = UNIT STATIC PRESSURE ALUMINUM CURB SECURE RAIL TO ROOF USING CONDENSING SHEET M001 FOR ROUTING FASTENERS AT 12" O.C. UNIT BEFORE APPLYING ROOFING AND N. 12"MIN. SHALL BELCONOSISTENT W THS 66" MAX.: ; 6" MA NOTE: SPECIFIC ROOF TYPE RLL Al 1. LOCATE TRAPS SO AS TO BE ACCESSIBLE ROOF STRUCTURE EQUIPMENT SUPPORT RS WALL REFER ARCHITECTURAL NOTE: SLEEVE GAUGE, FASTENER SIZING FOR CLEANING. RAIL FASTENING FLANGE SEE DETAIL AND SPACING, GAP REQUIREMENTS, THIS SHEET BREAK -A -WAY JOINT REQUIREMENTS, " ETC. PER FIRE DAMPER MANUFACTURES U.L. INSTALLATION DATA SHEET. CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE "" "-RE DRY WALL :RE MASONRY WALL =L PIPE SLEEVE I NAL 1" SPACE AROUND PIPE & SLEEVE CENTER LINE LISTED :PROOF SEALANT UTCHEON IN AREAS :RE PIPE IS EXPOSED PROOF BACKUP MATERIAL PIPING THRU INTERIOR RATED WALL NOT TO scnLe CONDENSING UNIT MOUNTING SUPPORT RAILS DETAIL NOT TO SCALE PIPE SLEEVE DETAIL NOT TO scnLe REFRIGERANT PIPING SCHEMATIC NOT TO scnLe ATTACHED TO STRUCTURE TYPICAL HANGER ROD ADJUSTABLE, COPPER PLATED SWIVEL RING, GRINNELL CT-69 OR EQUAL. 180' INSULATION SHIELD. 12" LONG MIN. INSULATION TYPICAL REFRIGERANT PIPE HANGER DETAIL NOT TO SCALE FIRE DAMPER MOUNTING DETAIL NOTTO SCALE DRAW BAND COUNTERFLASHING BY MECH. CONTRACTOR. SAME MATERIAL AS PIPE ROOF SLAB a a REFRIG. PIPING—� ,,__—SOLDER TIGHT -FILL WITH BLACK MASTIC I PROOF FERRULE i "w�INSULATION INSUL. REFRIG. PIPING THRU ROOF NOT TO SCALE 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ..... N c a COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: BL checked by: DLU/MEFI Sr. sheet no.: M A 119 ON Mechanical Details 12^� 25U IYN 2 IF N ]I 12°0 A ...:.�' ............ ....... SHOWROOM FLOOR - MECHANICAL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _.................... __ ............... N � � p � � N J� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. I : G: Lf - n e. S PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: M�110) SCALE: 1/8" - V-0" Showroom Floor - Mechanical SHOWROOM FLOOR - MECHANICAL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com _.................... __ ............... N � � p � � N J� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. I : G: Lf - n e. S PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: M�110) SCALE: 1/8" - V-0" Showroom Floor - Mechanical _.._._ 140 RR=1 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ...... ` N � O COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT" OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q2004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: Parts & Service Floor - Mechanical SERVICE & DETAIL - MECHANICAL M � 13 0 / SCALE: 1 /8" = 1 ' -0" 1. PROVIDE COMBINATION CARBON MONOXIDE METER AND ALARM CONTROLLER EQUAL TO MACURCO, INC. CM B, WITH MICROPROCESSOR, THREE -DIGIT DISPLAY, ALARM RELAY, FAN T RELAY. CONTROLLER TO BE MOUNTED AT 60" AFF AT THE ,i LOCATIONS SHOWN ON THE DRAWINGS. 2. PROVIDE CARBON MONOXIDE DETECTOR EQUAL TO MACURCO, INC. CM-21A CONFORMING TO UL-2034:WITH FAN RELAY, ALARM EF-6 MTD RELAY AND MOUNTED AT 24" AFF AT THE LOCATIONS SHOWN ON ON ROOFF q THE DRAWINGS. 4"0 EXHAUST DUCT 3 .,UP THRU ROOF 'WITH IN SERV CONTROLLERS FOR THE TEMPERATURE SENSORS SERVING RTU 11, RAIN CAP ,:- RTU-12, RTU-14, RTU-18 AND RTU-19 ARE TO BE LOCATED . SEE GENERAL MGR, #152. CONTROLLER FOR THE: RTU-13 IS LOCATED IN NOTE 3 DETAIL, #176. - - PROVIDE E DRYER BOOSTER FAN, INSTALLED IN 4"0 DRYER VENT 4. D EF-3A MTD I DUCT, EQUAL TOKANAFLAKT DBK-4XL WITH FACTORY MOUNTED ON ROOF 33X33 RAG _ AND WIRED OB10 PRESSURE SWITCH, AND THERMAL OVERLOAD RTU 13 _... PROTECTION. ...... f _.. NEW FAN, EF J / 5. WALL EDIRECTTDRIVE EXHAUST FAN W E COOK TYPE SWD, AXIAL DRYER BOOSTER -- 48x24 WALL OP)�NING WITH OUTSIDE LOUVER/DAMPER FAN (SEE.,NOTE 4) _ I TRANSFER AIR FDR ®0.125AND DESPO,OR1 SONECAND 1050TIVE CAGE� RPMFAN�SPEED,WITH 600 CFM LINT TRAP - 1/8 HP MOTOR ® 120V/1160, CONTROLLED THRU LINE VOLTAGE . BOT OF PIPE T-STAT. MOUNT 0 10'-0 AFF. 3OX30 L9 INTAKE LOUVER, MTD BOT. ® 12' AFF. INTER- LOCK W/ EF-10 H-O-A STARTER FOR EF-13 (EMERG. EXHAUST) CO SENSOR EF-13 MTD ON ROOF CO - CONTROLLER EMERGENCY CO 1 FOR EF-13; MTD EXHAUST). _ _ _ ....._..... _ AT 24_AFF (SEE NOTEA) _.. 45X45 RAG RTU-19 I aSEE GENERAL ::NOTE 3 I i II 36X12 SAG 36X1 TYP 4-SIDES TYP 4 Id ..... _ _...... _.. - - _ .. _ .. __..... .... , H.O.A. STARTERS FORI COEF-5,6 AT 60" AFF: .......... _ ..... ©© 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8310, 404.881.8173 (f) www.zennergroup.com ,... . N m rn � r o N w �^ Q � COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 2004 THE ZENNER GROUP, INC. ._.�. an c 6 PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: M 1 u Service & Detail - Mechanical \.:..:: ........................................ __.. f ' 1 , Z U \ GENERAL NOTES: y' €:a e> ..... .. EUH-4 1. PROVIDE COMBINATION CARBON MONOXIDE METER AND ALARM _ __.........._ CONTROLLER EQUAL TO MACURCO, INC. CM-16, WITH _........................ _ \O MICROPROCESSOR, THREE -DIGIT DISPLAY, ALARM RELAY, FAN 36x18 WALL OPENING RELAY. CONTROLLER TO BE MOUNTED AT 60" AFF AT THE _` @ 12'-0" AFF; FOR a a ::: fix:..:.-.� LOCATIONS SHOWN ON THE DRAWINGS. , ,�: � :' � TRANSFER AIR 2. PROVIDE CARBON MONOXIDE DETECTOR EQUAL TO MACURCO, INC. _^ t t,c CM-21A CONFORMING TO UL-2034 :WITH FAN RELAY, ALARM RELAY AND MOUNTED AT 24" AFF AT THE LOCATIONS SHOWN ON THE DRAWINGS. £ f i TEMPERATURE 3. CONTROLLERS FOR THE \ E SENSORS SERVING RTU-11, RTU-12, RTU-14, RTU-18 AND RTU-19 ARE TO BE LOCATED IN SERV. MGR, #152, CONTROLLER FOR THE! RTU-13 IS LOCATED IN DETAIL, #176.................................................... ....... ....... ................... ......... .... ....................... ............ .. __ - _- _.....-.._._ ....._ ..... ....... ....... ... .___.. T EF 14 Al 4. PROVIDE DRYER BOOSTER FAN, INSTALLED IN 4"0 DRYER VENT Q DUCT, EQUAL TO KANAFLAKT DBK-4XL WITH FACTORY MOUNTED - AND WIRED DB10 PRESSURE SWITCH; AND THERMAL OVERLOAD t' » > ;": .... ® 12" ABOVE D OVEOD OIRG PROTECTION. ; TRANSFE R .... - ,- . 5. NEW EXHAUST FAN, EF-14, SHALL 13E COOK TYPE SWD, AXIAL ....... . .. . _ ...... _ _ ......... ;. WALL DIRECT DRIVE EXHAUST FAN WITH OUTSIDE LOWER/DAMPER AND INSIDE MOTOR PROTECTIVE CAGE , #12S15D, WITH 600 CFM ® 0.125 ESP, 11.1 SONE AND 1050 RPM FAN SPEED. ? : ... .... _. 1 /8 HP MOTOR 0 120V/1160, CONTROLLED THRU LINE VOLTAGE T-STAY. MOUNT 010'-0 AFF. _ v.,,..•.- „ 1, EF �O MTD- 48X72 L5 INTAKE LOUVER, BOT. MTD OF " ® 48" AFF. INTER— LOCK W/ EF-13 I 30X30 L9 INTAKE _ _ ......: ;' .......... >, 3OX30 L8 INTAKE LOUVER, MTD BOT. LOUVER, MTD BO" ® 12' AFF. INTER— ..-......... ........ : ......... ? . ® 12' AFF. INTEF LOCK W/ EF-10 LOCK W/ EF-10 . ; TO I 48X72 L4 INTAKE ....................... ......... .......... ................................:. LOUVER,' BOT. MTD .......... _......_ ................... ............. ......... C9 48" AFF. INTER— LOCK: W/ EF-9. L _ ........................ ................................. _.. ... - ....'� ..... ................... _ . CO ................... C O CO DETECTOR 2 ® 24" AFF 2: - (SEE NOTE 2) CO DETECTOR , ®24 AFF SERVICE DRIVE & QUICK LUBE - MECHANICAL M�l40% SCALE: 1/8" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ...................................... . ......................................... N � CL COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN 'THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT 'THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 2004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: m A A Service Drive & Quick Lube - Mechanical DUCT PENETRATIONS INTO SALES TOWER WALL. VVT-4-2 TO SALES MANAGERS 107 RTU-4 ISOMETRIC VIEW SCALE: NONE RTU-4 SERVING SALES TOWER & RECEPTION /1\ - DETAIL DG-1 16 x 16 - _. / ................. X ................... o .............. . _ .. _.............. . 6"0 SA DUCT (FRONT) AND RA DUCT (BEHIND), 1� 10"o R-1 EXTERNALLY INSULATED AND WEATHER 10 PROOFED OR INTERNALLY LINED. D.2 6"0 S-1 IF LINED DUCT IS USED, INCREASE 100 DUCT SIZE ACCORDINGLY TO MAINTAIN 0 INSIDE CLEAR DIMENSIONS NOTED ON TOWER ROOF DRAWINGS. _... CACA "o a N 10 R-1 RTU-4 BOD—' 26'-0" AFF �- T 6110 ................... I I 25'-0" HIGH 10"� 10" 4 16 GA. GALVINIZED STEEL ANGLE CEILING x :AROUND PERIMETER OF EACH OPENING, N 00 SECURED TO WALL. PROVIDE WATERPROOF ON R00 '- :SEAL AND PAINT ALL COMPONENTS PER Q COLOR SELECTION FROM THE ARCHITECT. 6"0 S-1 i SALES TOWER AREA 100 r LA I m 10"o S-1 / 310 TYP 9 DUCT PENETRATION AT cox 2oX16 _. ................ 3 TOWER CEILING DETAIL 10.E M 210 SCALE: NONE 10.,E X O 10"W S-1 R-1: 10"o 250 TYP 8 1 o"o �_ X N N X O 110 "o R-1 RTU-4 ON LOWER ROOF. SEE ROOF PLAN M211 FOR LOCATION. 16x16 SA AND 16x18 RA DUCT CONTINUE DN SERVING VVT4-2, AND 4-4. SEE DWG M11O FOR CONTINUATION. SEE DETAILS 2 & 3 THIS SHEET FOR ELEVATION AND ISOMETRIC VIEW OF DUCT AT ROOF. - .. GENERAL NOTES: 1 LOCATE CONTROLLERS FOR THE TEMPERATURE SENSORS SERVING VVT-16-1, 16-5, AND 16-7 IN ASST. CONTROLLER RM. 205. Al KEYED NOTES: O INSTALL DUCT SMOKE DETECTOR UPSTREAM OF VVT BYPASS DUCT. O ROUTE DUCT TIGHT TO BOTTOM OF JOIST IN CEILING SPACE BELOW. 3O SA AND RA DUCTWORK UP THRU ROOF WITH ROOF CURB, TO APPROX. 26'-0' AFF. ROUTE DUCT THROUGH TOWER WALL INTO HIGH CEILING SPACE. PROVIDE NECESSARY FLASHING, INSULATION AND WEATHER PROOFING AS REQUIRED. 1 SECOND FLOOR- - MECHANICAL 818 Marietta Street, NVV Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com .................. _.......................................... _o Ld fL(�� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 2004 THE ZENNER GROUP, INC. .... . ... ........ .,. LI .� G e J _.. _....... '...... PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: mmm checked by: DLU/MEH Sr. sheet no.: M 210% SCALE: 1 /8" = 1 ' -0" /IiL L'�I � WAN F'01 Second•• Mechanical 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com � N � o � �gNI W 9_ a- �A _ J i COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2004 THE ZENNER GROUP, INC. u..rs �! J..c S. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: BL checked by: DLU/MEH Sr. sheet no.: Roof Plan - Mechanical go RTU-10 R ...._.. _.._ . .... __......._. _... ...._. .....__ .. _.. _..... ...... .. .. SHOP ROOF PLAN - MECHANICAL SCALE: 3/32" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www zennergroup coFin .... ... a N u� Lu COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-004 drawn by: BL checked by: DLU/MEH Sr. sheet no.: N4 A6mm u Shop Roof Plan - Mechanical LEGEND & ABBREVIATION ABBREVIATION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION SW NEW SANITARY WASTE ABOVE FLOOR A/C ABOVE CEILING V - - - - - - - NEW SANITARY VENT AD AREA DRAIN SW - - SANITARY PIPING BELOW FLOOR AFF ABOVE FINISHED FLOOR OW - - OIL WASTE PIPE BELOW FLOOR AFG ABOVE FINISH GRADE CW - - DOMESTIC COLD WATER A.P. ACCESS PANEL HW - - DOMESTIC HOT WATER B/F BELOW FLOOR HWR --- HOT WATER RETURN/RECIRC B/G BELOW GRADE FW F FIRE WATER BFP BACKFLOW PREVENTER GV >,� SHUT-OFF VALVE BWV BACKWATER VALVE EXISTING PIPING CLG CEILING WHA WATER HAMMER ARRESTOR 'SIZE' CONN CONNECTION 0 PIPE RISE (UP) CONT CONTINUATION C PIPE DROP (DN) DFU DRAIN FIXTURE UNITS --�- BALL VALVE DN DOWN BV-- BALANCING VALVE DWG(S) DRAWING OR DRAWINGS -�I�- UNION ER EXISTING TO BE REMOVED CVv- CHECK VALVE ERM EXISTING REMAIN PRV PRESSURE REDUCING VALVE EX EXISTING - CW, BELOW FLOOR (W/NO JOINTS) EXT EXTERIOR NFWH T• NON -FREEZE WALL HYDRANT FAV FRESH AIR VENT EXISTING PIPING TO BE REMOVED FFE FINISHED FLOOR ELEVATION FL FLOOR FCO FLOOR CLEANOUT GCO GRADE LEVEL CLEAN OUT WCO ID WALL CLEANOUT NFHB NON -FREEZE HOSE BIBB �o P-TRAP H/C HANDICAP ACCESSIBLE FD ® FLOOR DRAIN HD HUB DRAIN Qo SPRINKLER HEAD I.E. INVERT ELEVATION AO-{ WALL MOUONT AIR OUTLET ® 44" AFF MTD MOUNT Q AIR OUTLET ® STRUCTURE TO REEL AIR HOSE OW OIL WASTE RL/ERL ROOF LEADER/EMERGENCY RAINLEADER 4 <= CONTRACTOR SHALL TAKE EXTRA CARE IN COORDINATING W/ OTHER TRADES FROM HEREON RD/ERD ROOF DRAIN/EMERGENCY ROOF DRAIN RW/ERW RAINWATER/EMERG. RAINWATER sV XX SOIL OR WASTE STACK DESIGNATION STACK NUMBER SW SANITARY WASTE SS STORM SEWER XX WATER RISER DESIGNATION LEADER NUMBER T.P. TRAP PRIMER TYP TYPICAL U.G. UNDERGROUND VTR VENT THRU ROOF PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE NUMBER DESCRIPTION CW HW WASTE VENT MOUNTING HEIGHTS REMARKS WC1 WATER CLOSET (FLUSH VALVE) 1" - 4" 2" FLOOR - WC2 WATER CLOSET (FLUSH VALVE - ADA) 1" - 4" 2" FLOOR HANDICAP WC3 WATER CLOSET (TANK VALVE) 1/2" - 4" 2" FLOOR - WC4 WATER CLOSET (TANK VALVE - ADA) 1/2" - 4" 2" FLOOR HANDICAP UR1 URINAL 3/4' - 2" 2 t STANDARDWALL HT UR2 URINAL - ADA 3/4" - 2rr 20' 17 WALL HEIGHT - LAV1 LAVATORY (COUNTER UNDERMOUNT) 1/2" 1/2" 1 1/4" 2" - - LAV2 LAVATORY (COUNTER UNDERMOUNT) ADA 1/2 1/2' 1 1/4" 2" - LAV3 LAVATORY (WALL HUNG - ADA HEIGHT) 1/2 1/2 1 1/4 2' 34" TO FXTURETOP OF _ LAV4 WASH FOUNTAIN 3/4" 3/4" 3" 2" FLOOR _ SH-1 SHOWER 1/2" 1/2" 2" 2" SH-2 SHOWER (ADA) 1/2 1/2' 2" 2" EWC ELECTRIC WATER COOLER (DUAL RECESS) 1/2" - 1 1/4" 2" RECESS MOUNT _ MS1 MOP SINK 1/2" 1/2" 3" 2" FLOOR - S1 BREAK ROOM SINK 1/2" 1/2" 1 1/2" 2" - - EW1 EYE WASH - - 1-1/2" 2" 36" AFF 1/2"TEMP. WATER NFHB NON- FREEZE HOSE BIBB 3/4" - - - - - WB1 WASH0 V 1/2" 1/2" 2„ 2" - - IM1 ICE MAKER 1/2', - - - US1 UTILITY SINK 1/2" 1/2" 3" 2" - - 1. AL U rgfE1-ARt--S 0�1 IN APPROXIMATE LOCATIONS ONLY. VERIFY EXACT LOCATION AND INVERT ELEVATIONS AT A D GI NING WORK. R FLOO 2. ALL PIPING PASSING THRU WALLS ORS�i FL P{AVfE� V 3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE EQUIPMENT ARRANGEMENT. CONTRACTOR SHALL MAKE ALLOWANCES FOR FITTINGS, TRIMS, ACCESSORIES AND MANUFACTURER'S SHOP DRAWINGS AND DIMENSIONS AS REQUIRED. 4. WALL HYDRANTS SHALL BE MOUNTED V-6" ABOVE FINISHED GRADE UNLESS NOTED OTHERWISE. 5. ALL FAUCETS, SUPPLIES, ANGLE STOPS AND P-TRAPS SHALL BE CHROME PLATED BRASS. 6. WATER HAMMER ARRESTER WHA "A" SHALL BE REQUIRED ON EACH HOT AND COLD WATER SUPPLY PER BATHROOM GROUP, TOILET AND ETC. 7. CONTRACTOR SHALL PROVIDE AND INSTALL SHUT-OFF VALVE AT ALL BRANCH WATER PIPES OF COLD AND HOT AT FIXTURE CONNECTIONS. PRESS. GAUGE WITH COCK (TYP.) PRESS REDUCING VALVE #1 STRAINER W/ VALVED BLOWOFF GATE VALVE (TYP) PRESSURE GAUGE L-2-1/2" BY-PASS\ 2-1/2" NORMALLY CLOSED GLOBE VALVE (TYP) ARRESTOR "D" WATER HAMMER 2-1 PRV #2 VACUUM RELIE 3/4"HB W/ V.B. ASME PRESSURE & TEMPERATURE _ RELIEF VALVE PIPE FULL SIZE 5'-0" TO 4" ABOVE MOP SINK BASIN FIN. FLR. NOTE: IF PRESSURE CONTINUOSLY BELOW 80 PSI WATER THEN PRV STATION NOT REQUIRED SERVICE 1 PRESSURE REDUCING STATION - NOT NOT TO SCALE PLUMBING FIXTURE SCHEDULE WC1 WATER CLOSET - KOHLER WELCOMME NO. K-4350 FLOOR MOUNTED WHITE VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD. SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. WC2 WATER CLOSET, BARRIER FREE - KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MOUNTED, 17" HIGH, VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. WC3 WATER CLOSET - KOHLER WELCOMME NO. K-4350 FLOOR MOUNTED WHITE VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD. SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. WC4 WATER CLOSET, BARRIER FREE - KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MOUNTED, 17" HIGH, VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN REGAL FLUSH VALVE NO. 111-YB, 1.6 GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. UR1 URINAL - KOHLER DEXTER NO. K-5016-ET, WASHOUT, 3/4" TOP SPUD, 14" RIM, VITREOUS CHINA, 1.0 GPF. SLOAN REGAL FLUSH VALVE NO. 186-1-YB RIM. ZURN FLOOR CARRIER Z-1218, MOUNT AT 22" AFF TO TOP OF RIM. UR2 URINAL - KOHLER DEXTER NO. K-5016-ET, WASHOUT, 3/4" TOP SPUD, 14" RIM, VITREOUS CHINA, 1.0 GPF. SLOAN REGAL FLUSH VALVE NO. 186-1-YB RIM. ZURN FLOOR CARRIER Z-1218, MOUNT AT 17" AFF TO TOP OF RIM. LAV1 OVAL LAVATORY - SELF RIMMING ADA LAVATORY, KOHLER K-2905-1 WITH 4" CENTER DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2" GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. LAV2 OVAL LAVATORY - SELF RIMMING ADA LAVATORY, KOHLER K-2905-1 WITH 4" CENTER DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2" GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. Z�LAV3 LAVATORY, BARRIER FREE - KOHLER KINGSTON K-2005, 20"X18" VITREOUS CHINA, WALL HUNG, 4" CENTERS, PROVIDE FLOOR CARRIER WITH CONCEALED ARMS. DELTA NO. 501WF CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRUCTURE, GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. LAV4 WASH FOUNTAIN - BRADLEY SEMI -CIRCULAR STAINLESS STEEL WASH FOUNTAIN, MODEL 2703F, WITH OPTIONAL METAL POWDER SOAP DISPENSER, 36" FOOT OPERATED TYPE "A" BOWL. 3 EWC ELECTRIC WATER COOLER, BARRIER FREE - OASIS NO. P8AMSL, DUAL, STAINLESS STEEL, 115V. WALL MOUNT. MS1 MOP RECEPTOR - FIAT MOLDED STONE NO MSB 3624, 36"X24", COMBINATION DOME STRAINER AND UNIT BASKET. CHICAGO NO. 540-LD-897S-WXF SERVICE SINK FAUCET, VACUUM BREAKER, MOP HANGER AND HOSE/BRACKET. S1 BREAK ROOM SINK - ELKAY, LUSTERTONE NO. LR-3321, 33"X21-1/4" STAINLESS STEEL DOUBLE COMPARTMENT, SELF RIMMING, 3 FAUCET HOLES, FAUCET NO. LK-4100 SWING SPOUT, DECK MOUNT, SINGLE LEVER HANDLE, LK-335 DUO STRAINER, AERATOR, PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. WB1 WASHER BOX - WATER TITE #87211 IM1 ICE MAKER BOX - WATER TITE # 88015 EW1 WALL MOUNT GENTLE SPRAY EYE WASH, GUARDIAN EQUIPMENT G1814SC-HS. FD FLOOR DRAIN - ZURN Z-415-P WITH 'TYPE B' ADJUSTABLE STRAINER TOP WITH SQUARE HEELPROOF OPENINGS AND SECURED GRATE. DURA COATED CAST IRON BODY WITH TRAP PRIMER CONNECTION, 3" DRAIN WITH 7 SQ IN. OPENING FOR TOILET DRAINS AND 4" DRAIN WITH 17.5 SQ IN OPENING FOR SHOP AREA DRAINS. SD SHOP DRAIN - ZURN Z-645-HD, 12x14 TOP X-HEAVY DUTY DRAIN WITH SEDIMENT BUCKET, HINGED GRATE AND INTERNAL TRAP. GRATE SHALL BE SIZED FOR VEHICLE TRAFFIC. TP TRAP PRIMER - ZURN Z-1022 SANI-CARD. CONNECT TO CW WITH VALVE, EXTEND TPP TO FLOOR DRAIN AS REQUIRED, 1/2" CW. TD-1 TRENCH DRAIN - ZURN-806, 6"WIDE 33 NFHB HOSE BIBB, INSIDE - WOODFORD MODEL 24P, TEE KEY, BRASS CONSTRUCTION, POLISHED CHROME PLATE WITH MODEL 34HF VACUUM BREAKER. RD ROOF DRAIN - J.R. SMITH #1010 11" DIAMETER ROOF DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE CAST IRON DOME. PROVIDE EXTENSION AS REQUIRED. SIZE TO PIPE SIZE. ERD ROOF DRAIN - J.R. SMITH #1070 11" DIAMETER ROOF DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE CAST IRON DOME. PROVIDE EXTENSION AS REQUIRED. AD AREA DRAIN J.R. SMITH #2490-V BWV BACKWATER VALVE J.R. SMITH #7022 US1 UTILITY SINK - FIAT MOLDED STONE WASH BASIN WITH 20" TALL METAL LEGS AND 14" DEEP, 20"x24" TUB. PROVIDE COMPLETE WITH ADA FAUCET AND SWING SPOUT, CHICAGO FAUCETS NO. 201A-GN8AE3-317, TUB TO BE FIAT SF-1-F. CLEANOUT EQUAL 0 J. . S ITH 4237 HEAVY DUTY C.I. MAN -HOE COVER SOLID PLATE 24" ROUND z o co ' U Q N " PIPE FLOW 6" ti 6" PIPE FLOW o a' "T ,f ti I 5'-0" X 2'-0" 1'-4ma REINFORCED CONCRETE TANK 8 FLOW THROUGH EXTERIOR SAND -TRAP P 001 NOT TO SCALE CHECK VALVE (TYP.) WHA "A" /- GATE VALVE (TYP.) 1 "CW 1"HW NION (TYP.) EXPANSION TANK WATTS # DETA-5 GALVANIZED STEEL DRAIN PAN AS REQ'D 1" DI, AqIINgg PAN LINE BY LOCAL CODE MOP SINKOASIN IF 18" HIGH NON CORROSIVE SUPPORT STAND FOR WATER HEATER ELECTRICAL WATER HEATER DETAIL PRESSURE, SIGHT TO AUTOMATIC SPRINKLERS DRAIN PLUMBING GENERAL NOTES 1. ALL PLUMBING WORK SHALL CONFORM WITH ALL STATE AND LOCAL CODES, 13. ALL SLOPES AND INVERT ELEVATIONS SHALL BE CHECKED BEFORE ANY RULES AND REGULATIONS. PIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED (SEE NOTE 6). 2. CONTRACTOR SHALL SECURE AND PAY FOR PLUMBING PERMITS. ALL OTHER FEES AND TAXES SHALL BE INCLUDED IN PLUMBING CONTRACT. 14. ALL WATER PIPING INSTALLED BELOW SLAB SHALL BE TYPE "K" SEAMLESS SOFT DRAWN COPPER, NO JOINTS SHALL BE INSTALLED BELOW FINISHED 3. MAKE PROPER WASTE, VENT, HOT AND COLD WATER FLOOR SLAB. CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, EVEN THROUGH ALL BRANCHES, ELBOWS, AND CONNECTIONS ARE NOT SHOWN. 15. REFER TO DRAWING M310 FOR ROOF TOP RAIN STORM DRAIN INFORMATION. RAIN STORM DRAIN RISER IS SHOWN ON DRAWING P003. 4. THIS CONTRACTOR SHALL REPAIR ANY STRUCTURE DAMAGED DURING CONSTRUCTION, INSTALLATION OR REMOVAL OF EQUIPMENT OR FIXTURES 16. ALL FLOOR DRAINS SHALL BE TAPED CLOSED DURING CONSTRUCTION TO TO MATCH THE EXISTING AND/OR PROPOSED FINAL CONDITION. PREVENT CLOGGING OR GRATE DAMAGE. 5. ALL FIXTURE CONNECTIONS SHALL BE OF NEW FITTINGS. 17. ALL FLOOR DRAINS SHALL BE INSTALLED WITH TRAP PRIMER AND 1/2"CW EXTENDED FROM NEAREST COLD WATER PIPE. 6. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCE OR CONFLICTS. 1$• WASTE PIPING 3 INCHES AND LESS SHALL BE SLOPED AT 1/4 INCH PER FOOT, WASTE PIPING LARGER THAN 3 INCHES. SHALL BE SLOPED 7. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO THE AT 1/8 INCH PER FOOT, UNLESS OUTERWISE NOTED. ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT CONNECTIONS. 19. HOT WATER PIPING LOCATED WITHIN EXTERIOR WALLS SHALL BE INSULATED AND SHALL BE INSTALLED INSIDE OF THE 8. THE COMPLETE WASTE SYSTEM SHALL BE RODDED-OUT AND FLUSHED BUILDING'S INSULATION ENVELOPE. CLEAN BEFORE FINAL INSPECTION AND/OR TURNING THE BUILDING OVER TO THE OWNER, 20• EXTERIOR WALL HYDRANTS SHALL BE INSTALLED WITH OUTLET APPROXIMATELY 18 INCHES ABOVE FINISHED GRADE. 9. FLUSH, CLEAN AND DISINFECT THE ENTIRE DOMESTIC WATER PIPING SYSTEM, SEE SPECIFICATIONS. 21. COORDINATE CLOSELY THE ANCHORING OF THE FIXTURE SUPPLY, AND OTHER WATER SUPPLIES ALIKE THAT ABSOLUTELY NO IN AND OUT MOTION 10. WHERE PIPE PENETRATIONS OCCUR THAT ARE VISIBLE, INSTALL OF THE HEAD OR EXPOSED PIPING WILL OCCUR. CHROME ESCUTCHEON TO COVER SLEEVE AND/OR CAULKING. 11. ALL FIXTURES AND EQUIPMENT SHALL BE KEPT CLEAN DURING ALL CONSTRUCTION AND SHALL NOT BE USED DURING CONSTRUCTION. 12. THE HOT WATER RETURN WATER PIPING SYSTEMS SHALL BE INSULATED, SEE SPECIFICATION. VENT TO 3 ROOF 4� 6" PVC INLET PIPE 6" RUBBER BOOT TYPE UNION iECK VALVE SUMP PUMP ELEVATOR SUMP PUMP DETAIL QQ NOT TO SCALE PRECAST CONCRETE TANK 750 GALLON MIN 1 TYp� 24" ESP 2 - CONCRETE PAD COVER AND FRAME FINISHED PAVEMENT �24" i SAMPLING "T" 61 11 18' 1 /3 4 UNDISTURBED EAR-���� 0 GALLON OM & 1fATeft SEPARATOR P001 NOT TO SCALE r- I SUPPLY TO SYSTEM► O .F-WATER MOTOR GONG PRESSURE GAUGE (TYP) i r ALARM CHECK VALVE_ y4 - ELECTRIC ALARM SWITCH ALARM TEST VALVE - RETARD CHAMBER MAIN DRAIN VALVE---� DRIP RECEIVER MIN 48" MAX 60" SPRINKLER RISER 8" SUPPLY 7 DOUBLE CHECK VALVE ASSEMBLY WITH TAMPER SWITCHES FINISHED FLOOR 5 WET PIPE SPRINKLER RISER LOW SWITCH �01 NOT TO SCALE FLOOR CONTROL VALVE WITH TAMPER SWITCH WALLCOVER AND SCREW FLOOR DRAIN RIFICED UNION ISPECTOR'S TEST ;PRINKLER SUPPLY DRAIN RISER NOT TO SCALE EWH-2 3 SPRINKLER SUPPLY PIPE P001 NOT TO SCALE .. ..ii......iV::cii>:iTi}:;ii:isi TIR P PRIMER CONNECTION DETAn NOT TO SCALE 6" PVC OR D.I.P. OUTLET PIPE TO SAMPLING BOX 6" RUBBER BOOT TYPE WATER HEATER - ELECTRIC HEATER NUMBER EWH-1 EWH-2 SPEC. TYPE LOW BOY STANDARD LOCATION WALL MOUNT A/C WALL MOUNT A/C STORAGE, GALLONS 40 50 RECOVERY, GPH 35 71 ENTERING WATER TEMPERATURE, 'F. 50 50 LEAVING WATER TEMPERATURE, -F. 120 120 INPUT, KW 6KW 12KW ELECTRICAL CHARACTERISTICS 208V/3 PH 2O8V/3 PH DESIGN BASIS A 0 SMITH DEN-40 A 0 SMITH DEL-50 REMARKS 1-1/4" CW/HW 1-1/4" CW/HW ELECTRICAL PUMP SCHEDULE UNIT SP-1 SERVICE SUMP PUMP GPM 50 HEAD, FT 20 MINIMUM EFFICIENCY, % - MINIMUM MOTOR HP 3/4 ELEC CHARACTERISTICS 120/1/60 DESIGN BASIS WEIL MODEL 1413- 2" EQUIPMENT DIMENSION - REMARKS - FAI UNISTRUT P-1100 SERIES PIPE CLAMP, USE FOR PIPING (TYPICAL) NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MIN. OF 2) ONLY ONE IS SHOWN FOR CLARITY. UNISTRUT SUPPORT NUT (TYPICAL) 20 GA. GALV. 12" LONG METAL SHIELDS SHALL BE USED AROUND INSULATION AT ALL SUPPORT LOCATIONS (TYPICAL) INSULATION (TYPICAL) PIPE (TYPICAL) CONDUIT (TYPICAL) UNISTRUT UNI-CLIP CLAMP, USE FOR ELEC. CONDUIT.- UNISTRUT 1 5/8"x1 5/8" CHANNEL SUPPORT (TYPICAL) NOTES: 1. ALL PIPE CONDUIT, ETC. OF ALL TRADES SHALL BE COMBINED ON SAME SUPPORT CHANNEL WHERE PRACTICAL. 2. SUPPORT CHANNEL LENGTH SHALL NOT BE DETERMINED UNTIL ALL PIPING, CONDUIT, ETC. TO BE SUPPORTED IS COORDINATED. 3. SUPPORT CHANNEL SPACING SHALL BE NO MORE THAN 10'-0". 8 PIPING SUPPORT ABOVE CEILING NOT TO SCALE HEAVY DUTY C.I. MAN HOE COVER 24" ROUND ou 4'. if 6" PIP 6" 6" 6" PIPE FLOW FLOW 6" RUBBER J.,.., BOOT TYP iv 36' 48" REINFORCED CONCRETE TANK 11 FLOW THROUGH SAMPLING BOX NOT TO SCALE VACUUM RELIEF ASME PRESSURE & TEMPERATURE RELIEF VALVE PIPE FULL SIZE 11 TO 1-1 /4"H D CHECK VALVE (TYP.) WHA "A" GATE VALVE (TYP.) S1-1/4"CW S 1-1/4"HW GATE VALVE (TYP.) -UNIUN ( I YP.) EXPANSION TANK Ij PROVIDE AND INSTALL TRAP PRIMER AND ROUTE 1/2" C.W. TO 1-1/4" HD T 1" DRAIN PAN LINE GALVANIZED STEEL DRAIN PAN AS REQ'D ROUTE TO 1-1/4"HD BY LOCAL CODE 1 o ELECTRICAL WATER HEATER DETAIL NOT TO SCALE EWH-1 0 rA` 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com __ ... 4 O i J L COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (D 2004 THE ZENNER GROUP, INC. .,...� ..�..U.. a..,.,_r�....,7.._ _._....................... PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: AV Plumbing Symbols, Legend, Details, General Notes, and Fixture Schedule IN CAI UR2 `\ \ / I /I UR1 N1 / I \ P� CV I UR1 I >1 x / \ W i LAV2 >I \\/ ` I _ I / \ ` �3" SW LAV3 \ � I LAV3 IN \ 'I wcl / wco V \ / >I \ \`]'' S7 \ Ni LAV1V LAV1 > >1 LAV2 j\3 NI 4" SW —UP SEE RISER 2� WC�. ' >1 EES \ i / / / >1 \ LAV1 NI / �" S� FCO ('__3� SANITARY RISER Paz scnLe NONE m ('__2� SANITARY RISER a az SCALE: NONE r\ >1 3" FD \ W/TP \ / 3" FD W/TP �' d EWC >I EWC\ 3" VTR CA �wco r\ I < CA EW1 \ ` >1 \ \? • aLP,y3�1 \�UR1 ? 1 UR1 !/ / y' W UR2 ,, S� //\\ `3•'S � w >1 �01y \ WCo LAV3 / wo SANITARY RISER. P � 02 % SCALE: NONE / / 6 \ \R'• s \w 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ............. S: El. , ............. _..... 11 04 � o O e ui COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2004 THE ZENNER GROUP, INC. II'!3 LI a fI.t 0.;..,.. .._ ........... PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: -POG2 SANITARY RISERS PLUMBING ............ _ \ 818 Marietta Street, NW Atlanta, Georgia 30318 < 404.881.8370, 404.881.8173 (f) _._.. .. ....... _ .-. www.zennergroup.com ; � qQ w�I COPYRIGHTED DOCUMENT ', ........ .: THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE S PROJECT LISTED BELOW. THE DESIGNS e REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF ......... . ` ' THESE DOCUMENTS FOR PURPOSES .......... .......... OTHER THAN THOSE ASSOCIATED WITH e THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. ........ .......-.. PROGRESS SET 1-30-04 ».. ......... ......... _ ........ ...... ... _ __ _........ _ .......... ..... \ ..._._. _ __....... .. ___ SHOWROOM FLOOR - SANITARY PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: P �1 10% SCALE: 1 /8" = 1'-0" Showroom Floor - Sanitary & Waste 0 2"C&I"Hw-UP SHOWROOM FLOOR - WATER- p � 1 1 1% SCALE: 1 /8" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com s a a Ln CV o� rn �� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2004 THE ZENNER GROUP, INC. ................................................................. �. �.. , ;aK. r . PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-od drawn by: cfc checked by: DLU/MEH Sr. sheet no.: 1— Showroom Floor - Water PARTS & SERVICE FLOOR - SANITARY P �120) SCALE: 1 /8" = 1'-0" J / / C—y 1 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ... 4,�dI N o� O N a L COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. ©2004 THE ZENNER GROUP, INC. ------------------ PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: AN je Pi sm-mm u Parts & Service Floor - Sanitary & Waste ....... ........ ....__ PARTS & SERVICE. FLOOR - WATER Z 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404-881.8173 (f) www.zennergroup.com N o�rn Q � W CV SC1 L 'INJ� �74) COPYRIGHTED DOCU ENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. ------------------------ PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-004 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Parts & Service Floor - Water 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ... :. ..... .... COPYRIGHTED DOCU ENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 2004 THE ZENNER GROUP, INC s t PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-004 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Service & Detail - Sanitary & Waste 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ... ... ....... 4 COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. (D 2004 THE ZENNER GROUP, INC. .. d ft:r �..�.; ...::::. ....._ PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Service & Detail - Water A 6"SW FERER TO CIVIL FOR CONT. I.E.-4.40' y YC0 SAMPLING BOX OIL / WATER SEPARATOR OR EQ. SHALL MATCH DETAIL DWG. P001. JD TRAP T�' A 6"OW 8"RW 4,941 SQ. FT. NOTE: / REFER TO CIVIL FOT CONT. 1• CONTRACTOR SHALL COORDINATE ALL FINAL SANITARY PIPING I I.E.-2.50' INSTALLATION AND CONNECTION AT FIELD WITH THE ACTUAL I INSTALLED EQUIPMENT. ALL INFORMATION IDENTIFIED; ON THE I CARWASH EQUIPMENT DRAWINGS SHALL BE THE RESPONSIBILITY IOF THIS CONTRACTOR. 8" I R D I......... ..... ....... :.......8»RL. ------------------------------------------------------- I —DN RE Im .r s v: 3 6 OW 00 IF v .,.., ..,:................................................................... 4 RD k�L2"PVC FROM RECLAIM TANK 1-1/2" PVC FROM PUMP TO i. FROM CAT H BASIN C �> .. 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REFER TO CIVIL DRAWINGS YCO FOR CONTINUATION I.—4.00' YCO I s I N I A I 10"ERL DN W/ 7,274 S FT. � Q I I _...................................................... 6"RL—DN . 6"RL—DN .. J.R. SMITH# 1770 I �, 4"RDI• » °RW \ J�4„RD %4"RD � 8„RW 6"RW _ 6"RW I_.. I BWV ._ ._...... I I N r-I I I I I.. :y ......: a... ... .. ..... ..... ..... ....... '•..` I .. .... .. ... _... .._.._ ,. .._.... .. ........... ... t I I C I . � C 4 r I I w z I ,; cp I ............. :. .... ............... ................................... .. .. ..... .. .................. . .. ....... .L::. _...... _. .. _...... _...... ' .. .. ._...... ..... ....................... • ----- -- ----- ............... Ii° I 't' • 6 A D I I.......... I............. i• t. :. . I i\ t: .. ... .. .... _ .....___. ._ _ ............_ ........ .......... .......... ..... _ _ .. .. ......____ ......_ _. ... ._.. _... ._. .... ...... .... \ YCO� I i ' i ;:;, 8"RL—DN ,. _._......__........................---.............._.._.__.........._..............-..._......................._.._.._...... .........................-. ...... ................_._......._........._............................................-- --- .........................._. `Q/y 6,955 SQ. FT.»E 1 W UP , _. : r. 5• N y; ::•. r • _ _....... _ ..... .. ..... ...... ..... ..... ..... ...... ..... ... I. ..... .... .., •: i y � •i1' .ii r ' r: SERVICE DRIVE & QUICK LUBE - SANITARY & WASTE. P �140% SCALE: 1 /8" = 1'-0" juk J J 01 :13nk JIL 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ....................................................... S 8 c? i -4 o O Cv LLj `�i� a. "( `` Q COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. 4 4 � PROGRESS SET 1- 30- 04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Service Drive & Quick Lube - Sanitary & Waste J SERVICE DRIVE & QUICK LUBE - WATER P � 141 % SCALE: 1 /8" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ............................. .................................................. ..._. . .................. .. .. ,, N o o Q cV w_ COPYRIGHTED DOC ENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. 02004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Service Drive & Quick Lube - Water �IBAN- 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com S COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE "ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. . .. ... ..... ............. I �,. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: cfc checked by: DLU/MEH Sr. sheet no.: Second Floor - Plumbinq LIGHTING FIXTURE SCHEDULE REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT NECESSARILY BE REFLECTED IN CATALOG NUMBER AND/OR DESCRIPTION IN THIS SCHEDULE, MARK DESCRIPTI❑N MOUNTING VOLTS LAMPS REMARKS MARK DESCRIPTI❑N MOUNTING VOLTS LAMPS REMARKS A RECESSED 2'x3' 3 LAMP FLUORESCENT FIXTURE DIRECT/ INDIRECT WITH CEILING 277 (3) F32T8/3500K - T 8' SURFACE MOUNT LOW VOLTAGE, HAND -BENDABLE, SINGLE CIRCUIT SURFACE 120 PER LTG FIXTURE PROVIDE ALL COMPONENTS 2 PERFORATED BASKET AND REFLECTIVE 'ALTER' SOFT WHITE FINISH, RECESSED SPECULAR INTERIOR REFLECTOR, ELECTRONIC BALLAST AND T8 LAMPS. TRACK WITH SATIN NICKEL FINISH, REMOTE TRANSFORMER, POWER MOUNTED REQUIRED FOR A COMPLETELY FEED CANOPY AND RIGID STANDOFF STEMS. OPERATIONAL SYSTEM. 22 Al SAME AS TYPE 'A' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 CEILING 277 (3) F32T8/3500K - PROVIDE FIVE (5) SATIN NICKEL FINISH SPOT HEAD FIXTURES TRACK 120 (1) 50 WATT MR16 PROVIDE SUSPENSION FOR TO 1300 LUMENS OUTPUT. RECESSED PER EACH 8' TRACK SECTION. MOUNTED MOUNTING AT 8'-0" A.F.F. A2 SAME AS TYPE 'A' EXCEPT WITH TWO BALLASTS FOR SWITCH CONTROL CEILING 277 (3) F32T8/35OOK PROVIDE 1 - 2 LAMP BALLAST AND - OF INBOARD/OUTBOARD LAMPS INDEPENDENTLY. RECESSED 1-1LAMP BALLAST FOR DUAL V RECESS MOUNTED METAL HALIDE FIXTURE WITH SPECULAR ALZAR RECESSED 277 (1) 100 WATT PAR 38 LEVEL SWITCHING DIFFUSER, WHITE MINI -TRIM, PRE -WIRED J-BOX AND HPF BALLAST. CEILING METAL HALIDE LAMP 2 A2E TOM 30 S T E ' 2' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 CEILING 277 (3) F32T8/3500K - W 8', 3 LAMP CHAIN MOUNTED WEATHERPROOF WRAPAROUND FIXTURE SURFACE 277 (3) F33T8/3500 MOUNT ON WALL AT 10'-0" A.F.F. 0 LUMENSOUTPUT. RECESSED WITH IMPACT RESISTANT, UV RESISTANT, FIBERGLASS REINFORCED WALL HIGH OUTPUT LAMPS OR CHAIN HANG AT 10'-0" A.F.F. B 3', 1 LAMP FLUORESCENT STAGGERED STRIP WITH BAKED WHITE REST ROOM 277 (1) F25T8/3500 - POLYESTER BODY, ACRYLIC DIFFUSER, ELECTRONIC BALLAST & T8 LAMPS AS NOTED ON DRAWINGS. ENAMEL HOUSING, SYMMETRIC REFLECTORS AND ELECTRONIC BALLAST COVE AND T8 LAMPS. 1 M250 C/U/3700K STEM MOUNT FIXTURE FROM W1 SAME AS TYPE 'W' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 SURFACE 277 (3) F33TB/3500 SEE ABOVE. C STEM MOUNTED METAL HALIDE LO-BAY PRISMATIC FIXTURE, QUIET PENDANT 277 () / TO 1300 LUMENS OUTPUT. WALL HIGH OUTPUT LAMPS BALLAST, DIE CAST ALUMINUM BALLAST HOUSING, PRISMATIC GLASS MOUNTED METAL HALIDE LAMP STRUCTURE WITH BOTTOM OF SINGLE FACE CEILING MOUNT EDGE -LIT LED EXIT WITH BATTERY BACKUP UNIVERSAL 120 REFLECTOR, PENDANT POWER HOOK, LOOP, CORD AND PLUG OPTION DOUBLE JACKETED LAMP FIXTURE AT 13 -0 X1 I A.F.F./ FURNISHED *-PROVIDE DIRECTIONAL ARROWS WITH FULL WIRE GUARD ON BOTTOM OF LENS. WHITE HOUSING AND RED LETTERS ON CLEAR BACKGROUND. 277 W/ FIXTURE AS INDICATED ON PLANS. D STEM MOUNTED METAL HALIDE HIGH BAY PRISMATIC FIXTURE, QUIET PENDANT 277 (1) M300/C/U/3700K STEM MOUNT FIXTURE FROM X2 SINGLE FACE WALL MOUNT EDGE -LIT LED EXIT WITH BATTERY BACKUP UNIVERSAL 120/ FURNISHED *-PROVIDE DIRECTIONAL ARROWS BALLAST, DIE CAST ALUMINUM BALLAST HOUSING, PRISMATIC GLASS MOUNTED METAL HALIDE LAMP STRUCTURE WITH BOTTOM OF WHITE HOUSING AND RED LETTERS ON CLEAR BACKGROUND. 277 W/ FIXTURE AS INDICATED ON PLANS. REFLECTOR, PENDANT POWER HOOK, LOOP, CORD AND PLUG OPTION DOUBLE JACKETED LAMP FIXTURE AT 17'-0" A.F.F. WITH FULL WIRE GUARD ON BOTTOM OF LENS. X3 SINGLE FACE BACKMOUNT LED EXIT WITH BATTERY BACKUP AND UNIVERSAL 120/ FURNISHED E RECESS MOUNTED METAL HALIDE ADJUSTABLE ACCENT FIXTURE WITH CEILING 277 1-100WATT/ PAR 38 _ FRONT MOUNTED DOUBLE LIGHTING HEADS. 277 W MOUNT FIXTURE 12" ABOVE DOOR SPECULAR ALZAIL CONE, WHITE SELF -FLANGE ADN HPF BALLAST. RECESSED CDM100/PAR38/FL/3R / FIXTURE HEAD TO CENTER OF FIXTURE F 8% 3 LAMP CHAIN MOUNTED GENERAL PURPOSE INDUSTRIAL SUSPENDED 277 (3) F32T8/3500K SUSPEND FIXTURES 10'-0" A.F.F. X3 DOUBLE FACE CEILING MOUNT EDGE -LIT LED EXIT WITH BATTERY BACKUP UNIVERSAL 120/ FURNISHED *-PROVIDE DIRECTIONAL ARROWS FLUORESCENT FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARD, ON CHAINS WHITE HOUSING AND RED LETTERS ON MIRROR BACKGROUND. 277 W/ FIXTURE AS INDICATED ON PLANS. T8 LAMPS AND ELECTRONIC BALLAST. X5 SINGLE FACE BACK MOUNT LED EXIT WITH BATTERY BACKUP. UNIVERSAL 120/ FURNISHED PROVIDE DIRECTIONAL ARROWS F1 SAME AS TYPE 'F' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 SUSPENDED 277 (3) F32T8/3500K SUSPEND FIXTURES 10'-0" A.F.F. 277 W/ FIXTURE AS INDICATED ON PLANS. TO 1300 LUMENS OUTPUT. ON CHAINS X6 SINGLE FACE WALL MOUNT LED EXIT W/BATTERY BACKUP, WET LOCATION UNIVERSAL 120/ FURNISHED PROVIDE DIRECTIONAL ARROWS F2 3', 2 LAMP CHAIN MOUNTED GENERAL PURPOSE INDUSTRIAL SUSPENDED 277 (2 F32T8/3500K SUSPEND FIXTURES 10'-0" A.F.F. 277 W/ FIXTURE AS INDICATED ON PLANS. FLUORESCENT FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARD, ON CHAINS T8 LAMPS AND ELECTRONIC BALLAST. Y 8', 3 LAMP SURFACE MOUNTED GENERAL PURPOSE STRIP FLUORESCENT SURFACE 277 (3) F32T8/3500 SURFACE MOUNTED TO BUILDING G RECESSED 2'x3' 3 LAMP FLUORESCENT LIGHTING FIXTURE WITH ACRYLIC CEILING 277 (3) F32T8/3500K _ FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARDS, T8 LAMPS & MOUNTED STRUCTURE PATTERN 12 LENS, ELECTRONIC BALLAST AND T8 LAMPS. RECESS ELECTRONIC BALLAST. 01 SAME AS TYPE 'G' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 CEILING 277 (3) F32T8/3500K - L 2 TO 1300 LUMENS OUTPUT. RECESS Y1 SAME AS TYPE Y EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 SURFACE 277 (3) F32T8/3500 SURFACE MOUNTED TO BUILDING G2 RECESSED 2'x3' 3 LAMP FLUORESCENT LIGHTING FIXTURE WITH ACRYLIC CEILING 277 (3) F32T8/3500K _ TO 1300 LUMENS OUTPUT. MOUNTED STRUCTURE PATTERN 12 LENS, ELECTRONIC BALLAST, WET LABEL AND T8 LAMPS. RECESS Y2 3', 2 LAMP SURFACE MOUNTED GENERAL PURPOSE STRIP FLUORESCENT SURFACE 277 (2) F32T8/3500 SURFACE MOUNTED TO BUILDING H RECESS MOUNTED COMPACT FLUORESCENT FIXTURE WITH SEMI -DIFFUSED CEILING 277 (2) 32W TRT/3500K - FIXTURE WITH BAKED WHITE ENAMEL FINISH, WIRE GUARD, T8 LAMPS & MOUNTED STRUCTURE, UNLESS OTHERWISE ALZAK REFLECTOR, PRE -WIRED J-BOX, WHITE MINI -TRIM AND RECESSED COMPACT FLUORESCENT ELECTRONIC BALLAST. SHOWN ELECTRONIC BALLAST. H1 SAME AS TYPE 'H' EXCEPT WITH EMERGENCY BALLAST FOR ONE (1) CEILING 277 (2) 32W TRT/3500I< - Y2E SAME AS TYPE 'Y2' EXCEPT WITH EMERGENCY BALLAST PROVIDING 1100 SURFACE 277 (3) F32T8/3500 SURFACE MOUNTED TO BUILDING 32 WATT LAMP. RECESSED COMPACT FLUORESCENT TO 1300 LUMENS OUTPUT. MOUNTED STRUCTURE J 3', WALL MOUNTED LINEAR FLUORESCENT UPLIGHT(1)/DOWNLIGHT(2), WALL 277 (3) F32T8/3500K MOUNT AT 7'-0" A.F.F. Z EMERGENCY LIGHT WITH Ni-CAD BATTERY AND 2-5.3W LAMPS. WALL 277 INCLUDED - MATTE WHITE STEEL HOUSING, PATTERN 12 ACRYLIC LENS, ELECTRONIC MOUNTED MOUNTED BALLAST, EMERGENCY BATTERY PACK AND T8 LAMPS. AA SURFACE MOUNTED 23 DIAMETER ROUND DOWNLIGHT FIXTURE WITH SURFACE 277 (1) F32T8/U6/3500 - K STEM MOUNTED METAL HALIDE LO-BAY PRISMATIC FIXTURE, QUIET PENDANT 277 (1) M250/C/U/3700K STEM MOUNT FIXTURE FROM WHITE ACRYLIC DIFFUSER, GLOSS WHITE FINISH, ELECTRONIC BALLAST MOUNTED BALLAST, DIE CAST ALUMINUM BALLAST HOUSING, PRISMATIC GLASS MOUNTED METAL HALIDE LAMP STRUCTURE WITH BOTTOM OF AND T8 LAMP. REFLECTOR, PENDANT POWER HOOK, LOOP, CORD AND PLUG OPTION DOUBLE JACKETED LAMP FIXTURE AT 12'-0" A.F.F. BB SURFACE MOUNTED 36" DIAMETER ROUND DOWNLIGHT FIXTURE WITH SURFACE 277 (3) F32T8/U6/3500 - WITH FULL WIRE GUARD ON BOTTOM OF LENS. WHITE ACRYLIC DIFFUSER, GLOSS WHITE FINISH, ELECTRONIC BALLAST MOUNTED L PENDANT MOUNTED COMPACT FLUORESCENT FIXTURE WITH DIRECT/ PENDANT 277 1-32W TRT COMPACT PENDANT MOUNTED, BOTTOM TO BE AND T8 LAMPS. INDIRECT LIGHTING, CLEAR GLASS SHADE WITH MATTE ETCHED ON LOWER MOUNTED FLUORESCENT 8'-0" A.F.F. VERIFY WITH CC SURFACE MOUNTED 38" DIAMETER ROUND DOWNLIGHT FIXTURE WITH SURFACE 277 (5) F32T8/U6/3500 SHADE WITH OPAL GLASS INTERIOR, ADJUSTABLE AIR CRAFT CABLE AND ARCHITECT STEEL BRAIDED POWER CORD. WHITE ACRYLIC DIFFUSER, GLOSS WHITE FINISH, ELECTRONIC BALLAST MOUNTED _ AND T8 LAMPS. M COMPACT FLUORESCENT DOWNLIGHT, WET LOCATION LISTED, 6" DIA. CEILING 277 (1) F13/3500K WITH DROP OPAL LENS. RECESSED COMPACT FLUORESCENT DD 6' PENDANT MOUNTED LINE VOLTAGE, HAND -BENDABLE, SINGLE CIRCUIT PENDANT 120 PER LTG FIXTURE PROVIDE ALL COMPONENTS N RECESS MOUNTED COMPACT FLUORESCENT FIXTURE WITH SEMI -DIFFUSED CEILING 277 (1) 32W TRT 3500K - TRACK WITH SATIN NICKEL FINISH, POWER FEED CANOPY AND MOUNTED REQUIRED FOR A COMPLETELY / RIGID STANDOFF STEMS. OPERATIONAL SYSTEM. ELECTRONIC REFLECTOR, PRE -WIRED J-BOX, WHITE MINI -TRIM AND RECESSED COMPACT FLUORESCENT PROVIDE THREE (3) SATIN NICKEL FINISH SPOT HEAD FIXTURES (1) 50 WATT/ PAR 20 PROVIDE SUSPENSION FOR ELECTRONIC BALLAST. TRACK 120 P WALL MOUNTED STEEL HOUSING COMPACT FLUORESCENT FIXTURE WITH SURFACE 120 (2) PL-S13 PER EACH 8' TRACK SECTION. MOUNTED MOUNTING AT 12'-0" A.F.F. HUBBELL RDPL150MHEB-277V-DPR10C. MOUNTED FURNISHED WITH MOUNT 36" A.F.F. IN ELEVATOR PIT. # EE SURFACE MOUNTED COMPACT FLUORESCENT,#3 SATIN STAINLESS STEEL, SURFACE 120 (1) 32WPLT PROVIDE ALL COMPONENTS MAGNETIC BALLAST AND LAMPS. FIXTURE 3' HIGH BOLLARD, BOROSILICATE GLASS ENCLOSURE, STAINLESS STEEL MOUNTED REQUIRED FOR A COMPLETELY Q 3 FOOT 1 LAMP FLUORESCENT STAGGERED LIGHT STRIP WITH BAKED REST ROOM 277 (1) F32T$/3500 PROVIDE 1/2" X 1/2' X 3/3 CONE LOUVERS, ELECTRONIC BALLAST AND ANCHOR BASE. OPERATIONAL SYSTEM. WHITE 2 WHITE ENAMEL HOUSING, SYMMETRIC REFLECTORS, ELECTRONIC BALLAST, COVE WHITE EGG CRATE LENS. PROVIDE FF SURFACE MOUNTED 13'-5" WIDE x 10'-9" WIDE LIGHT CLOUD FIXTURE PENDANT 120 FURNISHED WITH PROVIDE ALL COMPONENTS AND T8 LAMPS. LENGTHS FOR COVE AS REQUIRED. FURNISHED BY OWNER AND MANUFACTURED BY DCI MANUFACTURING INC., MOUNTED FIXTURE REQUIRED FOR A COMPLETELY R WALL MOUNTED METAL HALIDE FIXTURE WITH DIE CAST ALUMINUM SURFACE ON 277 1-300 WATT, ED-28, SEE ARCHITECTURAL PHONE 1-800-378-8692. PROVIDE ALL NECESSARY HARDWARE FOR OPERATIONAL SYSTEM. A HOUSING, WHITE FINISH, CLEAR PRISMATIC BOROSILICATE WALL AT PULSE START METAL ELEVATIONS A COMPLETE INSTALLATION. GLASS DIFFUSER, WHITE SHIELD AND HPF BALLAST. 20' A.F.F. HALIDE COATED LAMP LIGHTING FIXTURE NOTES: VISIONAIRE SMARTPAK SPE-3 30OPSMH 3 WM-WH-LS S RECESS MOUNTED COMPACT FLUORESCENT WALL WASH FIXTURE WITH CEILING 277 (2) 32W TRT/3500K _ 1. CONTRACTOR SHALL SUPPORT LIGHTING FIXTURES AT ALL DIAGONAL CORNERS FROM BUILDING STEEL OR STRUCTURE UTILIZING ALL THREAD ROD OR HANGER SEMI -DIFFUSED ALZAIL DIFFUSER, PRE -WIRED J-BOX, WHITE MINI -TRIM RECESSED COMPACT FLUORESCENT WIRE. SUPPORT LIGHTING FIXTURE INDEPENDENT OF HUNG CEILING SUPPORT STRUCTURE. AND ELECTRONIC BALLAST, 2. UNLESS OTHERWISE NOTED ALL FLUORESCENT FIXTURES SHALL BE FURNISHED WITH ELECTRONIC BALLAST, VALMONT "ULTRA -MISER; MAGNETEK TRIAD "BALLASTAR" OR MOTOROLA ELECTRONIC BALLAST, AND OCTRON (T8) ENERGY -SAVER LAMPS, G.E. TRIMLINE OR EQUAL BY PHILIPS OR SYLVANIA. 3. LAMP TYPES ARE BASED ON G.E. LAMP CODES, UNLESS OTHERWISE NOTED. LAMPS OF EQUAL CHARACTERISTICS MANUFACTURED BY SYLVANIA OR PHILIPS ARE ACCEPTABLE. Al 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING CEILING TYPES, MOUNTING ARRANGEMENTS, AND OPERATING VOLTAGE PRIOR TO ORDERING FIXTURES. *5. ALL INTERIOR AND EXTERIOR LIGHT FIXTURES, AND LAMPS, TO BE PURCHASED AND FURNISHED BY THE OWNER. LIGHT FIXTURES AND LAMPS SHALL BE RECEIVED, STORED AND INSTALLED COMPLETE BY THIS CONTRACTOR. COORDINATE WITH OWNER REPRESENTATIVES AS REQUIRED. CONTACT BRAD WAMPLER AT DESIGN LIGHTING - 1-877-635-0923. 6. REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHT REQUIREMENT OTHER THAN LISTED. 7. FLUORESCENT FIXTURES WITH T8 LAMPS AND SHOWN TO HAVE EMERGENCY BALLAST UNIT SHALL HAVE SINGLE LAMP BALLAST FOR LAMP ON EMERGENCY WITH BALLAST AS SPECIFIED. S. FLUORESCENT DOWNLIGHT FIXTURES SHOWN TO HAVE EMERGENCY BALLAST UNIT SHALL HAVE BALLAST AS SPECIFIED. 9. FIXTURES, AS NOTED (SEE LEGEND), AND AS SHOWN ON THE LIGHTING DRAWINGS SHALL BE PROVIDED WITH EMERGENCY BALLAST. PROVIDE AN UNSWITCHED HOT WIRE IN CIRCUITRY TO EVERY EMERGENCY FIXTURE FOR VOLTAGE SENSING. INSTALL THE EMERGENCY BALLAST INSIDE OF FIXTURE IN BALLAST COMPARTMENT. CONNECT EMERGENCY BALLAST TO ONE LAMP IN FIXTURE. PROVIDE TEST/MONITOR PLATE WITH TEST SWITCH AND CHARGING INDICATOR LIGHT. MOUNT MONITOR PLATE FLUSH ON CEILING ADJACENT TO FIXTURE CONTAINING EMERGENCY BALLAST. MARKER LETTERS MARKER LETTERS 3/3" (H) MINIMUM 3/3" (H) MINIMUM BOTH SIDES OF COVER BOTH SIDES OF COVER FBLACK F BLACK COMM. 277V PANEL CKT. N S. INDELIBLE MARKER (FREE HAND ACCEPTABLE) K'1-'� JUNCTION BOX 2 JUNCTION BOX E001 MARKING E001 MARKING NOT TO SCALE NOT TO SCALE MARKER WHITE MARKER LETTERS LETTERS 3/3" (H) MINIMUM 3/3" (H) MINIMUM BOTH SIDES OF COVER BOTH SIDES OF COVER F BLACK IRE 120V ALARM PANEL CKT. N S. INDELIBLE MARKER BOX & COVER PAINTED RED (FREE HAND ACCEPTABLE) 3 JUNCTION BOX 3 JUNCTION BOX E001 MARKING E001 MARKING NOT TO SCALE NOT TO SCALE WALKER TYPE "**" FLUSH TRIM SHALL BE FLUSH ACCESS HATCH, TILE TRIM WITH FINISHED FLOOR AND WIRE MANAGEMENT WALKER TYPE "RFB3-SS" BLOCKS. FLOORING FLOOR BOX ° O ° 3-3/3" ti y Y SLAB 1" MIN. UNDER BOX 6 FLOOR BOX DETAIL E001 NOT TO SCALE A B **" SEE SPECIFICATIONS CONDUIT UP IN WALL. TURN OUT ABOVE CEILING AND TERMINATE WITH NYLON BUSHING. PIGTAIL 1 "C NEUTRAL -NOTE 1 PIGTAIL RACO # 683 BOX WITH HOT CONDUCTOR RACO # 772 EXTENSION NOTE 3 RING. SET FLUSH IN WALL. BOXES AS MANUFACTURED BY STEEL CITY OR APPLETON ARE APPROVED AS EQUAL. RECEPTACLE FINISHED FLOOR (:E)DATA/TELEPHONE OUTLET BOX D-NOTE 2 H ` H NOTES 1. NEUTRAL CONDUCTORS SHALL BE CONNECTED INDEPENDENTLY OF DEVICE AND PIGTAILED FROM THIS CONNECTION TO THE DEVICE. 2. GREEN GROUNDING CONDUCTOR SHALL BE BONDED TO OUTLET BOX GOUNDING LUG. EXTEND PIGTAIL FROM THIS GROUND LUG TO DEVICE GROUND LUG. ISOLATED GROUND RECEPTACLES SHALL BE GROUNDED ONLY BY THE ISOLATED GROUNDING CONDUCTOR (GREEN WITH YELLOW STRIPE); OUTLET BOX SHALL BE GROUNDED WITH THE SEPARATE GREEN EQUIPMENT GROUNDING CONDUCTOR. 3-HOT CONDUCTORS SHALL BE CONNECTED INDEPENDENTLY OF DEVICE AND PIGTAILED FROM THIS CONNECTION TO THE DEVICE. 3. LIGHTING OUTLET WIRING (120V & 277V) IS SIMILAR. 5. ALL WIRING CONNECTIONS TO RECEPTACLE SHALL BE MADE ON TERMINAL SCREWS ON SIDE OF RECEPTACLE. r5-' TYPICAL OUTLET WIRING E001 NOT TO SCALE 1#3/ SERV E001 INSTALLATION DETAIL NOT TO SCALE TURN OUT ABOVE CEILING HUNG CEILING NYLON BUSHING 3" SQUARE, 1 G2" DEEP 3.. J BOXW3"S AE 1 1 ADE- m WOOD OR METAL WALL STUD / Q STRUCTURE CEILING FINISHED CEILING CHAIN HANGER, LENGTH TO SUIT FLUORESCENT LIGHT FIXTURE, SEE FLOOR PLANS. 3" MIN. T-BAR I PROVIDE 1 /2"x1 /2"x3/3" 12 , WALL FLANGE WHITE EGG CRATE LENS, LENGTHS FOR COVE WALL AS REQUIRED 11 COVE LIGHTING DETAIL E001 NOT TO SCALE I UNISTRUT P1000 FRAME AND CROSS BRACING AS = _ - SHOWN 30/2/NF 3" SQUARE, 1 1/2" DEEP J-BOX WITH 3" SQUARE COVERPLATE DUPLEX ISOLATED 1" CONDUIT TO RECEPTACLE GROUND TELEPHONE/ p RECEPTACLES COMPUTER T- OUTLET-----------�-- FLOOR SLAB 18" 12 SERVICE STAND MOUNTING DETAIL ELECTRICAL SYMBOL LEGEND MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTER LINE OF DEVICE OR OUTLET. HEIGHT MAY VARY TO CONCIDE WITH BUILDING CONSTRUCTION, REFER TO DETAIL DRAWINGS FOR ANY APPLICABLE INSTALLATION DETAILS. SYMBOL DEVICE OR ITEM DESCRIPTION MTG. HEIGHT SYMBOL DEVICE OR ITEM DESCRIPTION MTG. HEIGHT ® PANELBOARD 277/380 VOLTS - CONDUIT HOMERUN TO PANEL, MINIMUM 3/3" SIZE, CROSS HATCHES INDICATE QUANTITY OF PHASE AND NEUTRAL CONDUCTORS IF MORE THAN TWO. REQUIRED GROUND CONDUCTOR IS NOT SHOWN. CIRCUIT NUMBERS AS INDICATED ON DRAWINGS. _ ® PANELBOARD 120208 VOLTS / _ v l Jo JUNCTION BOX, IN WALLS OR ABOVE CEILING _ -o .- CONDUIT TURNED UP OR DOWN - �T DRY TYPE TRANSFORMER (380 A-208Y/120) - © OR ® DENOTES UNSWITCHED LIGHTING FIXTURE EQUIPPED WITH EMERGENCY BALLAST UNIT. SEE FIX. SCH. U DISCONNECT SWITCH HORSEPOWER RATED, FRAME/POLE/ FUSE RATING/NEMA ENCL. AS INDICATED ON DRAWING. _ '- ®I� EXIT SIGN CEILING OR WALL MOUNTED W/DIRECTIONAL ARROWS AS SHOWN; DARKENED SECTION(S) OF SYMBOLS INDICATE FACE(S) OF FIXTURE SEE FIX. SCH. NEMA 5-20R DUPLEX RECEPTACLE OUTLET 18"A.F.F. Efffl NEMA 5-20R QUAD GROUND FAULT INTERRUPTER RECEPTACLE AS NOTED FLUORESCENT LIGHT FIXTURE SEE FIX. SCH. q CJ� I GROUND FAULT CURRENT INTERRUPTER DUPLEX RECEPTACLE OUTLET 18"A.F.F. I--O --I FLUORESCENT STRIP LIGHT FIXTURE SEE FIX. SCH. GROUND FAULT CURRENT INTERRUPTER RECEPTACLE WITH WEATHERPROOF COVER 18"A.F.F. 0 LIGHT FIXTURE -CEILING MOUNTED SEE FIX. SCH. OI LIGHT FIXTURE - WALL MOUNTED SEE FIX. SCH. GROUND FAULT CURRENT INTERRUPTER DUPLEX RECEPTACLE OUTLET MOUNTED 6" ABOVE COUNTERTOP OR BACKSPLASH SEE ARCH. { I S.P.S.T. LIGHT SWITCH 38"A.F.F. TO TOP OF SWITCHPLATE NEMA 5-20R DUPLEX RECEPTACLE OUTLET 83" A.F.F. UNLESS NOTED OTHERWISE t3 THREE-WAY LIGHT SWITCH 38"A.F.F. TO TOP OF SWITCHPLATE LTO DUPLEX RECEPTACLE OUTLET MOUNTED 6" ABOVE COUNTERTOP OR BACKSPLASH SEE ARCH. -}-3 I FOUR-WAY LIGHT SWITCH OF SWITCHPLATE 20 AMP, 208 VOLT, 2 POLE, 10, 3 WIRE RECEPTACLE, NEMA 6 20R 33" A.F.F. } I MC MOMENTARY CONTACT SWITCH - CENTER OFF 38"A.F.F. TO TOP OF SWITCHPLATE t N SINGLE POLE TOGGLE SWITCH FOR MOUNTING IN DOOR MULLION. P & S NO. 660-IG WITH SIERRA #'SN-1-1N' NARROW METAL 302 STAINLESS STEEL WALL PLATE. 38"A.F.F. TO TOP OF SWITCHPLATE 30 AMP., 208 VOLT, 30, 3 POLE 3 WIRE RECEPTACLE, NEMA 15-30R 33" A.F.F. A FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE, DATA OUTLET AND TELEPHONE OUTLET. SEE SPECIFICATIONS FOR BILL OF MATERIALS AND DETAIL 6/E001 FLUSH FLOOR 3N t THREE WAY TOGGLE SWITCH FOR MOUNTING IN DOOR MULLION. P & S N0. 663-I0 WITH SIERRA #'SN-1-1N' NARROW METAL 302 STAINLESS STEEL WALL PLATE. 38"A.F.F. TO TOP OF SWITCHPLATE 4B FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE OUTLET. SEE SPECIFICATIONS FOR BILL OF MATERIALS AND DETAIL 6/EO01. FLUSH FLOOR I D MANUAL DIMMER SWITCH - 1000W MINIMUM - CONTRACTOR SHALL VERIFY CIRCUIT SIZE AND PROVIDE LARGER DIMMER IF REQUIRED. 38"A.F.F. TO TOP OF SWITCHPLATE ®C FLUSH FLOOR BOX WITH TWO (2) DUPLEX RECEPTACLE OUTLETS. AND THREE (3) TEL/DATA OULETS. SEE SPECIFICATIONS FOR BILL OF MATERIALS AND DETAIL 6/EO01. FLUSH FLOOR FIRE ALARM PULL STATION 33"A.F.F. S V I SATELLITE SYSTEM J-BOX ABOVE CEILING pm FIRE ALARM AUDIO/VISUAL COMBINATION SIGNAL. WALL MOUNTED 80" A.F.F. TELEPHONE OUTLET -WALL MOUNTED 18"A.F.F. 0 FIRE ALARM VISUAL LIGHT 80" A.F.F. TELEPHONE OUTLET WALL MOUNTED 38"A.F.F. OD FIRE ALARM SMOKE DETECTOR, CEILING MOUNTED - FLUSH WALL MOUNTED 3" SQUARE J-BOX FOR DATA/ TELEPHONE OUTLET (SEE DETAILS 8/EO01 AND 9/EO01) AS NOTED H 0200' FIRE ALARM HEAT DETECTOR, CEILING MOUNTED - TEMPERATURE RATING AS NOTED - T ELECTRICAL CONDUIT UP TO ABOVE CEILING - p� _ D FIRE ALARM SMOKE DETECTOR, DUCT MOUNTED NTH REMOTE INDICATOR LIGHT (SEE DIVISION 15 PLAN) - ® TELEPHONE BACKBOARD 3'-0- (W) X 8'-0" (H) X 3/3" (T) _ O SPRINKLER SYSTEM WATER FLOW SWITCH - CONDUIT CONCEALED ABOVE CEILING OR IN WALL, WITH #12 AWG WIRE UNLESS OTHERWISE NOTED. HATCH MARKS INDICATE NUMBER OF #12 CONDUCTORS. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN CODE SIZED GREEN INSULATED GROUNDING WIRES WHICH ARE NOT SHOWN ON DRAWINGS. - OT SPRINKLER SYSTEM O.S. AND Y. VALVE TAMPER SWITCH - FACP FIRE ALARM CONTROL PANEL - F FLUSH J-BOX AT FIRE SHUTTER FOR CONNECTION TO FIRE ALARM SYSTEM AS REQUIRED CONDUIT SURFACE MOUNTED OR EXPOSED (SEE ABOVE DESCRIPTION) MOTORIZED COILING DOOR OPEN/CLOSE SWITCH, FURNISHED BY DOOR SUPPLIER/INSTALLER, INSTALLED BY THIS CONTRACTOR. 38" A.F.F. CONDUIT CONCEALED IN SLAB OR BURIED BELOW GRADE (SEE ABOVE DESCRIPTION) - TC TIME CLOCK 38"A.F.F. NEMA 5-20R DUPLEX RECEPTACLE OUTLET STRUCTURE ABOVE © CONTACTOR - SEE SCHEDULE - D/T DENOTES CONDUIT FOR DATA/TELEPHONE SYSTEM _ TV TELEVISION OUTLET 83" A.F.F. UNLESS NOTED OTHERWISE A FF DENOTES ABOVE FINISHED FLOOR _ NL DENOTES NIGHT LIGHT FIXTURE (OPERATES 23 HOURS/DAY) - WP DENOTES WEATHERPROOF - EDF DENOTES ELECTRIC DRINKING FOUNTAIN _ MS MANUAL STARTER SWITCH SWITCH 38"A.F.F. TO TOP OF SWITCHPLATE OGROUND ° MOUNTED DUPLEX RECEPTACLE IN BASE OF 'TOYOTA' PORTAL UNIT. SEE DETAIL 15/EO01. 3" A.F.G. An TO PANEL AS 277 VOLT HA- INDICATED ON PLANS CONTROL CIRCUITS 2-1/2 "C 2#12-1/2"C c6 _I • LATCH A •-_ cA ' UNLATCH- B ~- CONTACTORS SEE SCHEDULE TO LOAD MOMENTARY CONTACT, SPDT, CENTER EXTEND UNSWITCHED PHASE OFF, HUBBELL NO. 1557-GRY. SEE CONDUCTOR TO EMERGENCY PLANS FOR EXACT QUANTITY OF SWITCHES. BATTERY SENSOR IN FIXTURE (TYPICAL FOR ALL CIRCUITS WITH EMERGENCY FIXTURES. SEE FLOQR PLANS FOR EXACT CIRCUITS.) 1� CONTACTORS '*' WIRING DIAGRAM E001 CONTACTORS 'A, B, C, D, & G' (SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME). r-----�r-TORK NO. 2103 TO PANEL P.E. CELL MOUNTED HA-* 6" ABOVE ROOF ON 1 /2"C. & F.S. BOX H N 3#12-1 /2 C. 941 2"C. I I I I A _ I • C I LATCH _ _ I c I � J � UNLATCH B TIME TORK #W-222LI-ONTACTOR SEE SCHEDULE. TO S17E LIGHTING 15 CONTACTOR '*' WIRING DIAGRAM 9 MULTI -GANGED DEVICES (� Eoo1 NOT TO SCALE (277V) CONTACTORS 'H'.'J'.'K'.'L'.'M'.'Q' E001 NOT TO SCALE 'fi' E001 NOT TO SCALE (SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME) ELECTRICAL GENERAL NOTES 1. CONTRACTOR SHALL REFER TO BUILDING SPECIFICATIONS ISSUED BY THE ARCHITECT FOR THIS PORTION OF THE WORK. 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLETE ELECTRICAL DISTRIBUTION SYSTEM AND EQUIPMENT CONNECTIONS TO HVAC AND OTHER EQUIPMENT SHOWN ON THIS SET OF THE DOCUMENTS. ALL WORKS SHALL BE IN ACCORDANCE WITH THE 2002 NEC, CURRENTLY ENFORCED BUILDING CODE (IBC) , AND 2003 NFPA 101. 3. ALL INTERIOR ELECTRICAL RACEWAY SYSTEM IN EXPOSED STRUCTURE SHALL BE EMT. ALL INTERIOR ELECTRICAL WIRING SYSTEM IN CONCEALED WALL AND ABOVE CEILING SPACE MAY BE TYPE "MC" IN ACCORDANCE WITH NEC. EXTERIOR ELECTRICAL RACEWAY SYSTEM EXPOSED TO WEATHER SHALL BE RIGID GALVANIZED STEEL CONDUITS. 3. ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250, LATEST ADOPTED EDITION AND ENFORCED SECTION. 5. ALL OUTDOOR HVAC AND SPECIALTY EQUIPMENT SHALL BE TERMINATED WITH LIQUID -TIGHT FLEXIBLE CONDUITS. 6. THIS CONTRACTOR SHALL PROVIDE 120 VOLT POWER CONNECTION TO ALL MECHANICAL EQUIPMENT AS SHOWN ON ELECTRICAL DRAWINGS OR AS REQUIRED BY MECHANICAL DIVISION. VERIFY ALL CONNECTIONS WITH EQUIPMENT SUPPLIER. 7. AT ALL INTERIOR AHU UNIT LOCATIONS, DIVISION 16 CONTRACTOR SHALL INSTALL A NEMA 5-20R RECEPTACLE NEXT TO MECHANICAL UNIT. EXTEND CIRCUITRY TO NEAREST RECEPTACLE CIRCUIT. 8. REFER TO DRAWINGS E111 & E121 FOR ROOF TOP ELECTRICAL INSTALLATION TO THE HVAC EQUIPMENT. 9. DIVISION 16 CONTRACTOR SHALL BE AWARE THAT NO DATA OUTLET HOMERUN SHOWN (OR IMPLIED) SHALL EXCEED 290'-0" IN LENGTH. VERIFY LENGTHS PRIOR TO INSTALLATION AND INFORM ENGINEER OF ANY DISCREPANCIES. 10. ALL FIRE ALARM DEVICES, FLUSH AND/OR SURFACE MOUNTED, SHALL BE MOUNTED ON FIRE ALARM MANUFACTURER'S FURNISHED BACKBOX, NOT ON STANDARD 3" SQUARE OR 'UT' BOX. SINGLE DUPLF'" COVERPLATE DUPLEX RECEPTACLE 'FD' TYPE BACK BOX 3/3" CONI 3" A.F.G. UNLESS NOTED I I I I OTHERWISE FINISHED GRADE 16 DUPLEX RECEPTACLE ��01AT 'TOYOTA' PORTAL ENTRY NOT TO SCALE T-1-1j-' r---- TORK NO. 2101 LA-22,23,26,28,30,31,32,33,35,37 r�TORK NO. 2103 HC-2/3, 6/8, 10/12 TORK NO. 2102 TO PANEL CONDUIT IN WALL W P.E. CELL MOUNTED ' W r I F- , , LA-39 i , , P.E. CELL MOUNTED HC-31 13/16, 18/20, 22/23 HC-13/15, 17/19, 21/23 , , P.E. CELL MOUNTED LA-66 P&S # SJ-82N COVERPLATE DUPLEX T, FO 3/� ND RECEPTACLE ii 0 E COPPER a -ALLY BOND #3/0 'PER CABLE TO\\(L PARTITION BETWEEN II O'-0" COPPER- DEVICES IN TWO- II )UND RODS 23" GANG OUTLET BOX ZADE. BOND IECTIONS .00R OR CONDUIT IN WALL I I FINISHED FLOOR 1 o DUPLEX RECEPTACLE E001 TELEVISION OUTLET DETAIL NOT TO SCALE 6 ABOVE ROOF ON 120V �� 6 ABOVE ROOF ON 6 ABOVE ROOF ON 1/2"C. & F.S. BOX CONTROL H N ___ 1/2"C. & F.S. BOX N i ___ 1/2"C. & F.S. BOX H N CIRCUIT 3#12-1/2" C. 3#12-1/2"C. 2 12-1 3 12-1 2'C. 3#12-1 2"C. LEVISION _ _ 2 12-1 /2"C. _ _ # /2�� # / I _ /_ 2 12-1 2"C. 1TLET I I I I - I I I M I I I c A __I I 41I ItcI B A __I I j B A _ I I M I I j c q • I C i LATCH _ _I i • I i LATCH __ I I C I LATCH =. I i • I C LATCH 741-4� 83" A.F.F. I I UNLATCH B I I UNLATCH B UNLATCH B I I UNLATCH B UNLESS NOTED I- J L- �j _ _ J L- J OTHERWISE TORK #W-220L CONTACTOR 'E'17 TORK #W-222L / j TORK #W-220L CONTACTORS TIME CLOCK E JJJ SEE SCHEDULE. BUILDING SIGNAGE TIME CLOCK R, J CONTACTOR R1 CONTACTOR R2 TIME CLOCK SEE SCHEDULE. TO SITE SIGNS ('�13 CONTACTOR 'E' WIRING DIAGRAM SEE SCHEDULE. 17 TO SITE IGHTING SEE SCHEDULE. TO SITE IGHTING 1 g CONTACTOR WIRING DIAGRAM CONTACTOR WIRING DIAGRAM E001 NOT TO SCALE (120V) f4 (SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME) E001 NOT TO SCALE (277V) E001 NOT TO SCALE (120V) CONTACTORS (SEE CON TAC SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, (SEE CONTACTOR SCHEDULE FOR CONTACTOR POLE QUANTITIES, VOLTAGES, CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME) CIRCUITS TO BE CONTROLLED AND CONTROL SCHEME) 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ... i N � rn �� cQ COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Oc 2004 THE ZENNER GROUP, INC. .`�.. ... PROGRESS SET 1 30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: jrh checked by: DLU/MEH Sr. sheet no.: Electrical Symbols Legend, Details, General Notes, and Lighting Fixture Schedule SURFACE MTD. PANEL "LSE" 150A/3P M.C.B. DESCRIPTION Lu ate. TRIP AMPS TOTAL KW CKT # A B C CKT # TOTAL KW TRIP AMPS J � DESCRIPTION SERVICE SHOP LIFTS 25 1.37 1 2 1.37 25 SERVICE SHOP LIFTS 2 1.37 3 4 1.37 2 SERVICE SHOP LIFTS 25 1.37 5 6 1.37 25 SERVICE SHOP LIFTS 1.37 7 8 1.37 2 SERVICE SHOP LIFTS K22 25 1.37 9 10 1.37 25 SERVICE SHOP LIFTS 1.37 11 12 1.37 2 2 SERVICE SHOP LIFTS 25 1.37 1 13 14 1.37 25 SERVICE SHOP LIFTS 2 1.37 15 16 1.37 2 SERVICE SHOP LIFTS 25 1.37 17 18 1.37 25 SERVICE SHOP LIFTS 2 1.37 19 20 1.37 2 SERVICE SHOP LIFTS 25 1.37 21 22 1.37 25 SERVICE SHOP LIFTS 2 1.37 23 24 1.37 2 SERVICE SHOP LIFTS 25 1.37 25 26 1.37 25 SERVICE SHOP LIFTS 2 1.37 27 28 1.37 SERVICE SHOP RECEPTACLE 1 20 .90 29 30 2.0 30 RECEPTACLE SERVICE SHOP RECEPTACLE 1 20 .90 31 32 2.0 NEMA 15-30R 11 COMPRESSOR/OIL STORAGE-REC 1 20 0.6 33 34 2.0 3 - DETAIL BAYS HIGH PRESS. WASHER 1 20 1.2 35 36 1.0 20 1 SERVICE SHOP OVERHEAD DOOR DETAIL BAYS REC 1 20 - 37 38 1.0 20 1 SERVICE SHOP OVERHEAD DOOR SPARE 1 20 - 39 40 - 20 1 1 SPARE SPARE 1 20 - 41 42 - 20 1 1 SPARE TOTAL KW - PHASE A: 17.60 WITHOUT SPARE 120/208 VOLTS, 30 4 WIRE. PHASE B: 16.3 WITHOUT SPARE PHASE C: 16.06 WITHOUT SPARE TOTAL AMPS: 138.8 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 49.96 SURFACE MTD. PANEL "LSF" 150A/3P M.C.B. DESCRIPTION J a TRIP AMPS TOTAL KW CKT # A B C CKT # TOTAL KW TRIP AMPS a DESCRIPTION SERVICE SHOP LIFTS 25 1.37 1 2 1.37 25 17 SERVICE SHOP LIFT 2 1.37 3 4 1.37 2 SERVICE SHOP LIFTS 25 1.37 5 6 1.37 25 SERVICE SHOP LIFT 2 1.37 7 8 1.37 2 SERVICE SHOP LIFTS 25 1.37 9 10 1.37 25 SERVICE SHOP LIFT 2 1.37 11 12 1.37 2 SERVICE SHOP LIFTS 25 1.37 13 14 1.0 20 TIRE CHANGER 2 1.37 15 16 1.0 2 NEMA 6-20R DETAIL CLOTHES DRYER 30 2.5 17 18 1.0 20 WHEEL BALANCER 2 2.5 19 20 1.0 2 NEMA 6-20R WASHER 1 20 1.2 21 22 1.0 20 RECEPTACLE TANK ALARM J-BOX 1 20 0.6 23 24 1.0 2 NEMA 6-20R RECEPTACLE 30 2.0 25 26 1.0 20 RECEPTACLE NEMA 15-30A 2.0 27 28 1.0 2 NEMA 6-20R 3 2.0 29 30 1.0 20 1 SHOP/TINT/DETAIL-REC SERVICE SHOP REEL-REC 1 20 0.8 31 32 0.6 20 1 EDF SERVICE SHOP REEL-REC 1 20 0.8 33 34 0,6 20 1 OFFICE/ALIGN BAY SPARE 1 20 - 35 36 0.6 20 1 EQUIPMENT REC SPARE 1 20 - 37 38 0.6 20 1 EDF SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW - PHASE A: 17.35 WITHOUT SPARE 120/208 VOLTS, 30 4 WIRE. PHASE B: 14.45 WITHOUT SPARE PHASE C: 15.18 WITHOUT SPARE TOTAL AMPS: 130 TOTAL POLES: 42 TOTAL CONNECTED LOAD (KW): 46.68 -] SECOND FLOOR ... __................................. 'CONTACTOR 'Q' CONTACTOR 'R1' & 'R TIME CLOCKS 'Q','R' 1 z 5 6 7 r PANEL PANEL PANEL 'LSE' 'LSF' 'LSG' 10K 10K 10K T- 4 6,802 6,802 75KVA 6,802 7,208j I7,208 7,208 FIRST FL OR 1-1 #4(G) GND PER NEC 250-30 .......................................................................... SERVICE SHOP MSB-15 MSB-12 3 \ A A CONTACTOR SCHEDULE MARK TYPE RATING COIL CATALOG NUMBER CIRCUIT AND HOMERUN WIRING DIAGRAM CONTROL SEQUENCE CONTROL POLES AMPERE VOLTAGE VOLTAGE SQUARE 'D' CLASS 8903 CONTROLLED BY CONTACTOR DETAIL CIRCUIT A EOMH 12 30 600 277 LXG1200-VO4 SHOWROOM/SALES AREA LIGHTS 14/EO01 SWITCH '❑N' - SWITCH 'OFF' HA-20 HA-5, 8, 10, 19, 33, 35 LA-41, 44, 46 B EOMH 4 30 600 277 LXG40-VO4 SERVICE DRIVE H. I. D. LIGHTS 14/EO01 SWITCH 'ON' - SWITCH 'OFF' HA-20 HA-7, 9, 31 C EOMH 10 30 600 277 LXG1000-VO4 PARTS AREA FLUORESCENT LIGHTS 14/EO01 SWITCH '❑N' - SWITCH 'OFF' HA-41 HA-12, 14, 16, 18, 32, 34, 36, 38 D EOMH 10 30 600 277 LXG 1000-V❑4 SERVICE SHOP H, I, D. L IS-w 14/EO01 SWITCH 'ON' - SWITCH 'OFF' HA-41 HA-22, 23, 24, 25, 26, 28, 45, 47149 E EOMH 12 30 300 120 LXG1200-V02-R6 EXTERI❑R BUILDING SIGN E 18/E001 PHOTO 'ON' - PHOTO 'OFF' LA-39 LA-22, 24, 26, 28, 30, 31, 33, 35, 37, 43, 45,47 TIME CLOCK OVERRIDE F EOMH 4 30 300 120 LXG40-VO2 FUEL DISPENSER 14/EO01 SWITCH '❑N' - SWITCH 'OFF' LA-57 LA-56/58 G EOMH 6 30 600 277 LXG1200-VO4-R6 CANOPY AND WALL PACK LTS 15/EO01 PHOTO 'ON' - PHOTO 'OFF' HA-43 HA-30, 31, 32, 33 TIME CLOCK OVERRIDE H EOMH 10 30 600 277 LXG1000-VO4-R6 SITE LIGHTING - SECURITY 15/E001 PHOTO 'ON' - PHOTO 'OFF' HB-29 HB-1/3,5/7,9/11 TIME CLOCK ❑VERRIDE EOMH 12 30 600 277 LXG1200-VO4-R6 SITE LIGHTING - SALES DISPLAY 15/EO01 PHOTO '❑N' - PHOTO 'OFF' HB-31 HB-2/4, 5/8, 10/ 12, 14/ 16, 18/20 TIME CLOCK OVERRIDE K EOMH 8 30 600 277 LXG80-VO4-R6 SITE LIGHTING - CUSTOMER 15/EO01 PHOTO '❑N' - PHOT❑ '❑FF' HB-31 HB-22/24,26/28,30/32 TIME CLOCK ❑VERRIDE L EOMH 4 30 600 277 LXG40-VO4-R6 SITE LIGHTING - SERVICE 15/E001 PHOTO 'ON' - PHOTO' OFF' HA-33 HB-13/15 TIME CLOCK OVERRIDE M EOMH 4 30 600 277 LXG40-VO4-R6 SITE LIGHTING - EMPLOYEE 15/E001 PHOTO 'ON' - PHOTO 'OFF' HA-33 HB-17/19 TIME CLOCK OVERRIDE N EOMH 6 30 300 120 LXG60-VO2-R6 STREET SIGNS 18/EO01 PHOTO 'ON' - PH❑T❑ 'OFF' LA-66 LA-58, 60, 62 TIME CLOCK OVERRIDE P EOMH 4 60 300 120 SPG40-VO2-RG PLYON SIGN 18/EO01 PHOTO 'ON' - PHOTO 'OFF' LA-66 LA-64 TIME CLOCK OVERRIDE Q EOMH 10 30 600 277 LXG1000-VO4-R6 SITE LIGHTING - REAR SECURITY 15/EO01 PHOTO 'ON' - PHOTO 'OFF' HC-29 HC-1/3,5/7,9/11 TIME CLOCK ❑VERRIDE R1 EOMH 12 30 600 277 LXG1200-V❑4-R6 SITE LIGHTING - REAR 17/E001 PHOTO 'ON' - PHOTO 'OFF' HC-31 HC-2/4,6/8,10/12,14/16,18/20,22/24 TIME CLOCK ❑VERRIDE R2 EOMH 10 30 600 277 LXG1000-VO4-R6 SITE LIGHTING - REAR 17/EO01 PHOTO 'ON' - PHOT❑ '❑FF' HC-31 H -1 1 17 9 /23 TIME CLOCK OVERRIDE ts EOMH 4 30 600 277 LXG40-VO4-R6 BUILDING WALL PACKS 4 15/EO01 PHOTO 'ON' - PHOTO '❑FF' HA-43 HA-40, 42, 52, 54 TIME CLOCK OVERRIDE - ZL 3#250 KcMil, 1 #1(N) & 1 #4(G) 2 1 /2"C. MSB-10 3#500 KcMil, 1 #3/0(N) & 1 #3(G) - 3"C. SEE 2/EO02 6,903 FOR AND SIZE DETAILS 7,365 n n n n 4#1 /0 & 1 #6(G) - 2"C.- DPA-4 2 SETS: A CONTACTORS 'N','P' 4#350 KcMil & 1#1(G) - 3"C. TIME CLOCKS 'N','P' TIME CLOCK 'E' CONTACTORS 3#10 & 1 #8G - 3/4"C. 4#8 & 1#10(G)-1'C. MSB-4 5 231 , � ML-19/21/23 5,231 1,457 3#6 & 1#10(G) -1' C, T-3 1,571 9KVA �- MSB-7 1 #1 O(G) GND PER NEC 250-30 4#6 & 1 #8G - 3/4"C. PANEL 'MLA' ELEVATOR CONTROLLER 10K 11,468 12,279 6,802 6,802 6,802 6,802 939 12,209 13,174 7,208 7,208 7,208 7,208 939 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------................................---------------------------------------------..................................... PANEL PANEL PANEL PANEL PANEL PANEL 'HC' 'MC' 'LSA' 'LSB' 'LSC' 'LSD' s s 10K 10K s 10K ALL CONDUCTORS THROUGHOUT THIS ENTIRE PROJECT SHALL BE COPPER AS PER PROJECT SPECIFICATIONS. SEE SPECIFICATIONS FOR WIRE TYPES. TAG SERVING WIRE SIZE FROM WIREWAY 11� LSA 4#1 /0 & 1 #6G-1 1 /2"C. LSB 4#1 /0 & 1 #60-1 1 /2"C. O3 LSC 4#1 /0 & 1 #60-1 1 /2"C. ® LSD 4#1 /0 & 1 #60-1 1 /2"C. 0 LSE 4#1 /0 & 1 #60-1 1 /2"C. © LSF 4#1 /0 & 1 #60-1 1 /2"C. O7 LSG 4#6& 1 #1 OG-1 "C. A A 2 A SWITCHBOARD "MSB" M❑UNTING: FREE STANDING MAINS: 2000 AMP MAIN BKR. W/GROUND FAULT AND SHUNT TRIP VOLTAGE: 277/48OV, 30, 4W + G FEEDER SERVING CIRCUIT BREAKER DESIG. CONDUCTOR C❑NDUIT MINIMUM TRIP POLES ICSA FRAME MSB-1 5#2 1-1/4' TVSS 35K 100 60 3 MSB-2 4#4/0 & 1#4G 2-1/2' PANEL 'HA' 35K 250 225 3 MSB-3 SEE TRANSFORMER SCHEDULE (XFMR T-1) SHOP WIREWAY 35K 400 400 1 3 MSB-4 SEE TRANSFORMER SCHEDULE PANEL 'LCA' (XFMR 'T-2') 35K 100 15 3 MSB-5 3#1/0 & 1#6G 1-1/2' CAR WASH 35K 250 150 3 MSB-6 3#500 KcMII 1 #3/0(N) & 1 #3G 3' PANEL 'MA' 35K 400 350 3 MSB-7 SEE ELEVATOR EQUIP. SCHEDULE ELEVATOR (20HP) 35K 100 1 50 MSB-8 3#1 & 1#6G 1 1/4' AIR COMPRESSOR(S) (2 @ 30HP) 5K 225 125 3 ,j MSB-9 4#4/0 & 1#4G 2' PANEL 'MB' 35K 250 225 3 MSB-10 3#500 KcM I l , 1 #3/0(N) & 1 #3G 3' PANEL ' MC' 35K 400 400 3 MSB-11 3#25OKcMl 1, 1 # 1(N) & 1 #4(G) 2 1/2' PANEL ' HB' 35K 250 250 3 MS - 3#2501<cMl 1, 1#10) & 1#4(G) 2 1/2' PANEL ' HC' 35K 250 250 3 MSB-13 3#12 & 1#12G 3/4' COMPACTOR 35K 100 20 3 MSB-14 3#8 & 1#1015 3/4' CAR BUFFER STATION 35K 100 40 3 MSB-15 SEE TRANSFORMER SCHEDULE (XFMR T-4) SHOP WIREWAY #2 35K 250 150 3 MSB-16 4#6 & 1#10G 1' SEWAGE LIFT STATION 35K 100 40 3 MSB-17 - - SPACE EQUIPPED 35K 250 - 3 MSB-18 - - SPACE EQUIPPED 35K 100 - 3 NOTES: 1t ALL CIRCUIT BREAKERS SHALL BE SERIES RATED U.L. TESTED, TO PROTECT DOWNSTREAM PANELB❑ARD DEVICES. 21 SWITCHB❑ARD SHALL BE SERVICE ENTRANCE RATED. ELEVATOR EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE ITEM NO. DESCRIPTION ELECTRICAL DATA CIRCUIT DESIGNATI❑N CKT. BKR. CONDUCTOR CONDUIT DISCONNECT MEANS REMARKS VOLTS 0 HP KVA FLA AMPS POLE 1 ELEVATOR 480 3 20 22,5 27 MSB-7 50 3 3#6 & 1#10G 3/4' 50/3 NOTE 1 2 ELEVATOR LIGHTS 120 1 - 0,6 5 LA-49 20 1 2#12 & 1#12G 1/2' 30/2/NF - NOTES: 1. PROVIDE MOLDED CASE CIRCUIT BREAKER WITH SHUNT TRIP IN NEMA 3R ENCLOSURE. SEE SHEET E111 FOR INTERLOCK REQUIREMENTS. TRANSFORMER SCHEDULE TAG TRANSFORMER RATING PRIMARY SECONDARY NUMBER KVA VOLTAGE CIRCUIT NO. FEEDER SIZE CKT BKR GND COND FEEDER SIZE PRI: 480VA 30,3W MSB-3 3#500 KcMII 2 SETSi 44t500 Kcmil T-1 225KVA SEC: 208Y/12OV,30,4W (400/3) & 1 # 1 /0(G) - 3' 800A 1#1/0 & 1 # 1 /0(G) - 3' PRI: 480VL1, 30, 3W MB-13/ 15/ 17 T-2 45KVA SEC: 208Y/12OV,30,4W ( 80/3) 3#4 & 1 #6G - 1' 150 1 #6 4# 1 /O & 1 #6(G) - 1 1/2' C T-3 9KVA PRI: 48OV0 , 30, 3W MSB-4 3# 12 & 12G - 3/4' 35A 1 # 10 4#8 & 1 # 10(G) - 3/4' C C� 208Y/ 120V, 37, 4W 15 3 PRI: 48OVL1, 30, 3W MSB-15 T-4 75KVA SEC: 208Y/12OV,30,4W (150/3) 3# 1 /0 & 1 #4G - 1 1/2' 250 1 #4 4#4/0 & 1 #4(G) - 2 1/2' C 4,278 4,285 PANEL LC 10K _ __........... ...................... .................................... ...__....................... ..................................................... _._............. ............................... ...._........... -...................... ............... _.................................................................................................. _................................................................. DPA-5 MAIN ELECTRICAL ROOM TIME CLOCKS 'H' 'J' 'K' 'L' 'M' 'Q' 4#2 & 1 #8(G) -1 1 /4' C In DPA-2 I I I I I 4#1 /0 & 1 #6(G) - 2"C. © G sw DPA-1 A © © CONTACTORS 'H','J','K','L','M','Q' 4#4/0 & 1 #4(G) - 2"C. © © TC C DPA-3 MSB-9 © C © C CONTACTOR & TIME CLOCK 'S' 3 MSB-6 ©C C TC CONTACTORS 'A,B,C,D,G' ��jC C C 3#50OKcMil, 1 #3/0(N)& 1 #3(G) -3"C. TIME CLOCK 'G' C ©© MB-13/15/17 16,164 16,744 MSB-11 A T-2 3#250 KcMil, 1 #1(N) & 1 #4(G) - 2 1 /2"C. 2,865 45KVA 3,271 I f MSB-2 4#1 /0 & 1 #6(G) 4#4/0 & 1 #4(G) - 2"C. 1 #6(G) - -_ 1 1/2' C. 9,376 GND PER 10,838 NEC 250- 30 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 'DPA' 9,556 18,572 'LCA' 'LD' 'LB' 'LA' 'MB' 'MA' 'ML' 'HB' 'HA' 11,119 22,205 10K 10K 10K 10K 14K 14K 10K 14K 14K 25K T-1 1,466 9,047 9,231 80,079 19,843 21,689 3,271 21,198 21,153 225KVA 2 SETS: 4#500 Kcmil & 1 #1 /0(G) - 3"C. NOTES: 1. ALL CIRCUIT BREAKERS IN DOWNSTREAM PANELS FED FROM MAIN SWITCHBOARD 'MSB' ARE SHORT CIRCUIT PROTECTED AND COORDINATED WITH SERIES RATED BREAKERS IN SWITCHBOARD. 2. ALL CIRCUIT BREAKERS IN DOWNSTREAM PANELS FED FROM PANELBOARD 'DPA' ARE SHORT CIRCUIT PROTECTED AND COORDINATED WITH SERIES RATED BREAKERS IN PANELBOARD, 1 #3/0 TO BUILDING STEEL & INCOMING COLD WATER SERVICE - 3#500 Kcmil & 1 #1 /OG-3"C. -` MSB-3 MAIN SWITCHBOARD 'MSB' 20,108 24,575 35K z U t- o' N Y z o �z zz F_ m o 0 m L U O U Imo- �vw) zV) 0 1 #1 /0(G) GND PER NEC 250-30 DISTRIBUTION PANEL "DPA" M❑UNTING, SURFACE MAINS: 800 AMP. MAIN BREAKER VOLTAGE, 120/208V,30,4W+G FEEDER SERVING CIRCUIT BREAKER MINIMUM MINIMUM TRIP POLES DESIG. CONDUCTORS CONDUIT FRAME DPA-1 4#4/0 & 1#4G 2' PANEL 'LA' 25K 250 225 3 DPA-2 4#1/0 & 1#6G 2' PANEL 'LB' 25K 250 150 3 DPA-3 4#2 & 1#8G 1 1/4' PANEL 'LC' 25K 100 100 3 DPA-4 4#350SKcMiI & 1#1G 2@3' SHOP WIREWAY 25K 600 600 3 DPA-5 4#2 & 1#8G 1 1/4' PANEL 'LD' 25K 100 100 3 DPA-6 - - SPACE EQUIPPED ONLY 25K 100 - 3 SYMMETRICAL AMPS INDICATES AVAILABLE SHORT CIRCUIT AMPS AT DEVICE ASYMMETRICAL AMPS 1OK INDICATES MINIMUM INTERRUPTING CAPACITY OF DEVICES 3#12-1 /2"C. MAIN BREAKER SHUNT TRIP PUSHBUTTON IN LOCKABLE NEMA 4X ENCLOSURE ON EXTERIOR WALL OF MAIN ELECTRICAL ROOM. FIELD VERIFY EXACT MOUNTING LOCATION. 20,744 MAXIMUM SHORT CIRCUIT CURRENT 25,965 BASED ON UNLIMITED PRIMARY AND 1000 KVA TRANSFORMER TRANSFORMER AND PAD BY UTILITY COMPANY TVSS UNIT UTILITY COMPANY PAD MOUNTED TRANSFORMER 5#21 1 /4"C. ................................. ....._...._.......... I. .............................. ........................ . 3'-0" MINIMUM 1 #3/0(G) L 6 SETS: 4#400 Kcmil 3 C. POWER RISER DIAGRAM E OOZ NOT TO SCALE ZL�L0lla 1" E. C. GROUND MAT SEE DETAIL 7/EO01 818 Marietta Street, NVV Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ......... L COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. ..... ........ . I 4. 4J. L7 r7 1 I.1 � � ', .. ............ PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: jrh checked by: DLU/MEH Sr. sheet no.: -E 1 1(12 Electrical Riser Diagram 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ..S_O ct COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. @ 2004 THE ZENNER GROUP, INC. ,j.: 0... .;. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: ahs checked bv: DLU/MEH Sr. sheet no.: Panel Schedules Al 1 , 1 2 m: s 7 0 0 W F� -n SURFACE MTD. PANEL "ML" 150A/3P M.C.B. DESCRIPTION � C' TRIP TOTAL CKT # ABC CKT # TOTAL KW TRIP AMPS w a DESCRIPTION AHU-1 45 3.56 1 2 0.35 15 1 EF-4 2 3.56 3 4 0.53 15 1 EF-7 SPARE 1 20 - 5 6 1.92 30 1 HWRP-1 A - 2 0. 7 8 2.0 20 HWH-1 2 0.5 9 10 2.0 CU-1 25 1.33 11 12 2.0 3 SURFACE MTD. PANEL "HB" 250A/3P M.L.O. DESCRIPTION -Wi o a. TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � o ca. DESCRIPTION SITE LIGHTING -SECURITY 30 5.5 1 2 5.5 30 SITE LIGHTING -SALES 2 5.5 3 4 5.5 2 SITE LIGHTING -SECURITY 30 4.4 5 6 5.5 30 SITE LIGHTING -SALES 2 4.4 7 8 5.5 2 SITE LIGHTING -SECURITY 30 2.75 9 10 5.5 30 SITE LIGHTING - SALES 2 2.75 11 12 5.5 2 SITE LIGHTING - SERVICE 30 4.4 13 14 3.3 30 SITE LIGHTING - SALES 2 4.4 15 16 3.3 2 SITE LIGHTING - EMPLOYEE 30 1.65 17 18 2.2 30 SITE LIGHTING -SALES 2 1.65 19 20 2.2 2 SPARE 30 - 21 22 4.2 30 SITE LIGHTING -CUSTOMER 2 - 23 24 4.2 2 SPARE 30 - 25 26 3.3 30 SITE LIGHTING -CUSTOMER 2 - 27 28 3.3 2 CONTACTOR 'H' CONTROL 1 20 0.6 29 30 5.5 30 SITE LIGHTING -CUSTOMER CONTACTORS 'J' & 'K' CONTROL 1 20 1.2 31 32 5.5 2 CONTACTORS 'L' & 'M' CONTROL 1 20 1.2 33 34 4.4 30 SITE LIGHTING -CUSTOMER SPARE 1 20 - 35 36 4.4 2 SPARE 1 20 - 37 38 - 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE SURFACE MTD. PANEL "HC" 250A/3P M.L.O. DESCRIPTION � a TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � a DESCRIPTION SITE LIGHTING - SECURITY 30 4.4 1 Z 4.95 30 SITE LIGHTING 2 4.4 3 4 4.95 2 SITE LIGHTING -SECURITY 30 4.4 5 6 4.4 30 SITE LIGHTING 2 4.4 7 8 4.4 2 SITE LIGHTING -SECURITY 30 4.4 9 10 4.4 30 SITE LIGHTING 2 4.4 11 12 4.4 2 SITE LIGHTING 30 4.95 13 14 4.95 30 SITE LIGHTING SURFACE MTD. PANEL "MA" 400A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � � DESCRIPTION RTU-1 40 7.0 1 2 7.0 40 RTU-4 7.0 3 4 7.0 3 7.0 5 6 7 3 RTU-3 40 7.0 7 8 5.83 40 RTU-2 7.0 9 10 5.83 3 7.0 1 1 12 5.83 3 RTU-5 50 7.9 13 14 7.0 40 RTU-7 7.9 15 16 7.0 3 7.9 17 18 7.0 3 RTU-8 40 5.83 19 20 5.26 60 RTU-9 5.83 21 22 5.26 3 5.83 23 24 5 6 SPARE 40 - 25 26 5.83 40 RTU-18 27 28 5.83 3 - 29 30 5.83 3 TOTAL KW - PHASE A: 58.65 ITHOUT SPARE 277/480 VOLTS, 3>a 4 WIRE. PHASE B: 58,65 ITHOUT SPARE PHASE C: 58.65 WI T SPARE TOTAL AMPS: 212 TOTAL POLES: 30 TOTAL CONNECTED LOAD (KW) 175.95 SURFACE MTD. PANEL "MB" 225A/3P M.L.O. DESCRIPTION � a TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � a DESCRIPTION RTU-15 40 6.64 1 2 5.83 40 RTU-16 6.64 3 4 5.83 3 6.64 5 6 5.83 EUH-5 20 3.34 7 8 1.1 20 REFRIGERATED AIR DRYER 3.34 9 10 1.1 3 3.34 1 1 12 1.1 3 PANEL 'ML' 80 15 13 14 3. 20 EUH-8 (XFMR T-2) 15 15 16 3.34 3 15 17 18 3,34 3 RTU-10 25 4.57 19 20 3.4 30 RTU-17 4.57 21 22 3.4 3 4.57 23 24 EF-1 15 0.55 25 26 3.33 20 EUH-6 0.55 27 28 3.33 0.5 29 30 3.33 3 COEF-5 15 0.93 31 32 0.93 15 COEF-6 0.93 33 34 0.93 3 0.93 35 36 0.93 3 2 - 37 38 20 1 SPARE SPARE 1 20 - 39 40 - 20 1 SPARE SPARE 1 20 - 41 42 - 20 1 SPARE TOTAL KW - PHASE A: 49.48 ITHOUT SPARE 277/480 VOLTS, 3� 4 WIRE. PHASE B: 49.48 ITHOUT SPARE PHASE C: 9.48 ROUT SPARE TOTAL AMPS: 176 TOTAL POLES: 42 2 TOTAL CONNECTED LOAD (KW 148.14 SURFACE MTD. PANEL "MC" 400A/3P M.L.O. DESCRIPTION � a TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS � � DESCRIPTION RTU-11 90 16.15 1 2 16.15 90 RTU-12 16.15 3 4 16.15 3 16.15 5 6 16.15 3 RTU-13 60 11.6 7 8 12.87 70 RTU-14 )11.6 9 10 12.87 3 1 1.6 1 1 12 12.87 3 EUH-1 20 3.33 13 14 3.3 20 EUH-2 3.33 15 16 3.3 3 .33 17 18 3.3 3 W -1 15 0,64 19 20 0.93 15 EF-8 EUH-4 1 30 5.01 21 22 0.93 5.01 23 24 0.93 3 EUH-3 20 3.3 25 26 0.93 15 EF-9 .3 27 28 0.93 3 ,3 29 30 0.93 3 RTU-19 90 6.2 31 32 0.93 15 EF-13 6.2 33 34 0.93 3 6.2 35 36 0.93 3 COEF-1 0.93 37 38 0.93 15 COEF-2 0.93 39 40 0.93 3 0.93 41 42 0.93 3 COEF-3 15 0.93 43 44 0.93 15 COEF-4 0.93 45 46 0.93 0.93 47 48 0.93 3 RTU-20 90 16.2 49 50 - 20 SPARE 16,2 51 52 - 3 16.2 53 54 - 3 1 TOTAL KW - PHASE A: 106.25 WITHOUT SPARE 277/480 VOLTS, 3� 4 WIRE. PHASE B: 95.62 WITHOUT SPARE PHASE C: 93.82 WITHOUT SPARE TOTAL AMPS: 350 � TOTAL POLES: 54 1 - 2 TOTAL CONNECTED LOAD (KW): 295.7 ' MECHANICAL EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE DESCRIPTION ELECTRICAL DATA CIRCUIT DESIGNATION CKT. BKR. CONDUCTOR CONDUIT DISCONNECT MEANS SMK DET REMARKS VOLTS � HP HEAT KVA TOTAL KVA FLA AMPS POLE RTU-1 480 3 5 16.5 1 25.3 MA-1/3/5 40 3 3#8 & 1#lOG 3/4" - 1 NOTE 1 RTU-2 480 3 3 14 17.5 21 MA-8/10/12 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-3 480 3 3 16.5 1 25.3 MA-7/9/11 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-4 480 3 3 16. 21 25.3 MA-2/4/6 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-5 480 3 5 16.5 23.7 28.6 MA-13/15/17 50 3 3#6 & 1 #10G 3/4" - 1 NOTE 1 RTU-7 480 3 3 16.5 21 25.3 MA-14/16/18 40 3 3#8 & 1#10G 3/4" - 1 NOTE 1 RTU-8 480 3 3 14 17.5 21 MA-19/21/23 40 3 3#10 & 1#10G 3/4" - 1 NOTE 1 RTU-9 480 3 2 11.5 15.8 19.0 MA-20/22/24 30 3 3#10 & 1#10G 3/4" - 1 NOTE 1 RTU-10 480 3 1 11.5 13.7 16.5 MB-19/21/23 30 3 3#10 & 1#10G 3/4" - - NOTE 1 RTU-1 1 480 3 7.5 32 48.5 58.4 MC-1 /3/5 90 3 3#4 & 1 #8G 1 " - 1 NOTE 1 RTU-12 480 3 7.5 32 58.4 MC-2/4/6 90 3 3#4 & 1 #8G 1 " - 1 NOTE 1 RTU-13 480 3 3 L27-8 34.2 42 MC-7/9/11 60 3 3#6 & 1#lOG 3/4" - 1 NOTE 1 RTU-14 480 3 5 32 39 46.5 MC-8/10/12 70 3 3#6 & 1#lOG 3/4" - 1 NOTE 1 RTU-15 480 3 3 1 .5 20 24 MB-1/3/5 40 3 3#10 & 1#10G 3/4" - 1 NOTE 1 RTU-16 480 3 3 14 17.5 21 MB-2/4/6 40 3 3#10 & 1#10G 3/4" - 1 NOTE 1 RTU-17 480 3 2 6.0 10.3 12.4 MB-20/22/24 30 3 3#10 & 1 #10G 3/4" - - NOTE 1 TWU-1 277 1 - - 0.64 2.3 MC-19 15 1 2#12 & 1#12G 1/2" - - - AHU-1 208 1 1/2 4.7 7.1 34.2 ML-1/3 45 2 2#8 & 1#10G 3/4" 60/2/NF 1 NOTE 1 AHU-2 208 1 1/3 - 1.0 4.8 ML-7/9 20 2 2#12 & 1#12G 3/4" 3b/2/NF 1 NOTE 1 CU-1 208 1 - - 2.66 12.8 ML-11/13 25 2 2#10 & 1#10G 3/4" 30/2/F25/4X - - CU-2 208 1 1/8 - 3.77 18.1 ML-15/17 30 2 2#10 & 1#10G 3/4" 30/2/F30/4X - - EUH-1 480 3 - 10 - 12.1 MC-13/15/17 20 3 3#12 & 1#12G 3/4" 30/3/NF - - EUH-2 480 3 1/8 10 - 12.1 MC-14/16/18 20 3 3#12 & 1#12G 3/4" 30/3/NF - - EUH-3 480 3 - 10 - 12.1 MC-25/27/29 20 3 3#12 & 1#12G 3/4" 30/3/NF - - EUH-4 277 1 - 5.0 - 18.1 MC-21 30 1 2#10 & 1#10G 3/4" 30/2/NF - - EUH-5 480 3 1/8 7.5 - 10 MB-7/9/11 20 3 3#12 & 1#12G 3/4" 30/3/NF - - EUH-6 480 3 - 10 - 12.1 MB-26/28/30 20 3 3#12 & 1#12G 3/4" 30/3/NF - - RTU-18 480 3 7.5 32 48.5 58.4 MA-26/28/30 90 3 3#4 & 1#8G RTU-19 480 3 7.5 32 48.5 58.4 MC-31 /33/35 90 3 3#4 & 1 #8G 1 " - - - RTU-20 480 3 7.5 32 48.5 58.4 MC-49/51 /53 90 3 3#4 & 1 #8G COEF-5 480 3 2 - 2.8 3.4 MB-31/33/35 15 3 3#12 & 1#12G 1/2" 30/3/NF - COEF-6 480 3 2 - 2.8 3.4 MB-32/34/36 15 3 3#12 & 1#12G 1/2" 30/3/NF - EF-1 480 3 1 - 1.65 2.1 MB-25/27/29 15 3 3#12 & 1#12G 3/4" - - NOTE 1 LEF-v13 480 3 2 - 2.8 3.4 MC-32/34/36 15 3 3#12 & 1#12G 3/4" - - - EF-3A 120 1 1/2 - 1.18 9.8 MLA-1 20 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-3B 120 1 1/6 - .53 4.4 MLA-10 15 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-4 120 1 1/4 - 0.7 5.8 ML-2 15 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-5 120 1 1/6 - .53 4.4 MLA-3 15 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-6 120 1 1/2 - 1.18 9,8 MLA-5 20 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-7 120 1 1/6 - .53 4.4 ML-4 15 1 2#12 & 1#12G 3/4" - - NOTE 1 EF-8 480 3 2 - 2.8 3.4 MC-20/22/24 15 3 3#12 & 1#12G 3/4" - - NOTE 1 EF-9 480 3 2 - 2.8 3.4 MC-26/28/30 15 3 3#12 & 1#12G 3/4" - - NOTE 1 EF-10 208 1 1 - 1.83 8.8 MLA-7/9 20 2 2#12 & 1#12G 1/2" - - NOTE 1 EF-11 120 1 1/6 - ,53 4.4 LC-7 20 1 2#10 & 1#10G 3/4" - - NOTE 1 EF-12 120 1 1/6 - .53 4.4 LB-32 20 1 2#10 & 1#10G 3/4" - - NOTE 1 HWH-1 2b8 3 - 6 6 16 ML-8/10/12 20 3 3#12 & 1#12G 3/4" 30/3/NF - - HWRP-1 120 1 1/6 - - 16 ML-6 30 1 2#12 & 1#12G 3/4" 20/1/MS - COEF-1 480 3 2 - 2.8 3.4 MC-25/27/29 15 3 3#12 & 1#12G 3/4" 30/3/NF - COEF-2 480 3 2 - 2.8 3.4 MC-38/40/42 15 3 3#12 & 1#12G 3/4" 30/3/NF - COEF-3 480 3 2 - 2.8 3.4 MC-43/45/47 15 3 3#12 & 1#12G 3/4" 30/3/NF - COEF-4 480 3 2 - 2.8 3.4 MC-44/46/48 15 3 3#12 & 1#12G 3/4" 30/3/NF - COMPRESSOR #1 & #2 480 3 30 - 66 79.4 MSB-8 125 3 3#1 & 1#6G 1-1/4" 2 ® 60/3/F50 NOTE 2 AIR DRYER 480 3 - - 3.4 4.1 MB-8/10/12 15 3 3#12 & 1 #12G 3/4" - - COMPACTOR 480 3 10 - 14 11.6 MSB-12 30 3 3#10 & 1#lOG 3/4" 30/3/NF/4X - SP- 120 1 3/4 - - 13.4 ML-25 25 1 2#10 & 1#10G 3/4" J-BOX - EF-14 120 1 1/8 - .48 4.0 - & 1#12G 1/2" - - [NOTES 1&4 MECHANICAL EQUIPMENT REMARKS: N 1 0 T W C F I T L V 0 1 R E N C C D S 6 TE 2: EXTEND FEEDER (3 1 & 1 #6G - 1-1/4") TO J-BOX AT AIR COMPRESSORS. PROVIDE TWO (2) 60A/3P/F50 DISCONNECT SWITCHES AND EXTEN 3#6 & 1#10G - SURFACE MTD. PANEL. "MLA" 100A/3P M.L.O. DESCRIPTION � � TRIP AMPS TOTAL KW CKT # ABC CKT # TOTAL KW TRIP AMPS J ate. DESCRIPTION EF-3A 1 20 1.18 1 2 - 20 1 SPARE EF-5 1 20 0.53 3 4 0.07 20 1 VVT CONTROL POWER (RTU-10) EF-6 1 20 0.35 5 6 0.1 20 1 VVT CONTROL POWER (RTU-8) EF-10 20 0.92 7 8 0.2 20 1 VVT CONTROL POWER (RTU-16) SPARE 2 0.92 9 10 0.53 20 1 EF-3B SPARE 1 20 - 11 12 - 20 1 SPARE TOTAL TOTAL Al KW - PHASE A: PHASE B: PHASE C: CONNECTED LOAD 2 2.3 WITHOUT SPARE 2.06 WITHOUT SPARE 0.36 WITHOUT SPARE (KW): 4.%2 120/208 VOLTS, 3� 4 WIRE. TOTAL AMPS: 19.2 TOTAL POLES: 12 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com COPYRIGHTED rn 0 w a � Q DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. .... . PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: ahs checked by: DLU/MEH Sr. sheet no.: Panel and Electrical Connection Schedules `^ .� .' � OF ' OF , / 0D ' .~.. ..it � -- ^ ' - � D�� � it it ` _�=' _-~^-~ , � --- ` ^~ -----T'- ---' , :OD| OF OD I ^- | ^ � / R'/ o / --�/�-#O `� ' ' `^ ^ �0 �='' �-� � ' -�' ---- �R / � � `1` \, / ----/� ---- �-----' '---'7'� --'--- ------- ---' / ��^��--- -� ---- -----'-- ---- �------' \ ��` `-~~~ � | � / / �3 S� N. ~ ' ~ 3^^ �`^ ~`~ -' / ~~ ~^ ` � �8 // �. ` HC-S/U ------- �. .NOTE 11 #o �� / 01 --- ^- - ~ k' � \ � / �.......... ' ........... � OB \ ' ! / ,SITE LIGHTING PLAN ^� ^� c: �r----� 11 818Marietta Street, NW Atlanta, Georgia 30318 404.881.8370.404.801.8173Ul vvvvvv eDOergrnu p.. c o m ^ w° � w _ COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS 8NINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY DFTHE ZENNER8R()UP. INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OFTHE 2ENNERGROUP |SPROHIBITED. @2uo4 THE Z[NNERGROUP, INC. PROGRESS GET 1 30 04 PROGRESS SET 3-03-04 FOR CONSTRUCTION FOR CONSTRUCTION 7-12-04 Revision #2 1 14O4 REVISION#4 04-21-05 / ------ ' / � ' / / / 0A / OB /NEMA ' " [`��6��[�/\��' ] '� �� �() —� �_' SITE LIGHTING, FORWARD THROW DISTRIBUTION ON 32 CONCRETE POLE NTH TWO POLE MOUNTED NSIONAJRE AWBRICAN SERIES HORIZONTAL BURN LAMP. AAE- 000P3/S/B0AA-D2/WH-T0Y0TA RED STR|PE/D2 ROTATED/VLFG WITH 1000 WATT PULSE START METAL LAMP. POLE LIGHTS TO BE AT 25'-0^ ABOVE GRADE. SITE LIGHTING, TYPE U| DISTRIBUTION ON 32 CONCRETE POLE WITH ONE POLE MOUNTED NS|ONA]RE AMER CAN SERIES HORIZONTAL BURN LAMP, AME- 0OOPS/S/R0AA-S1 /Y0i-TOY0TA RED STRIPE/ S|-S|NGL[/YLFG WITH 1000 WATT PULSE START METAL LAMP. POLE LIGHTS TO BE AT 25'-0" ABOVE GRADE. 1. EXTEND ALL PARKING LOT LIGHTS TO PANEL AS NOTED WITH CONDUCTORS AS INDICATED IN MINIMUM 1 PVC. 2. EXTEND RIGID STEEL CONDUIT UP ON POLE AND MOUNT DUPLEX GROUND FAULT RECEPTACLE IN SURFACE MOUNTED 3R OUTLET BOX. PROVIDE TAY-MAC #20510 WEATHERPROOF COVERPLATE AND MOUNT OUTLET ON POLE AT ...... .. .............. ........... oe . ........ AM ........... .......... r . ......... Oc SITE LIGHTING, TYPE Y DISTRIBUTION 0N 32' CONCRETE POLE WITH T�0 POLE MOUNTED YlS|ON�|RE �WER|CAN S[�|E3 HORIZONTAL BURN LAMP, 42" A.F.G.. RECEPTACLE CIRCUIT IS MARKED WITH "R". 3. RECEPTACLE CIRCUITS ARE IDENTIFIED WITH "R" IN CONDUIT RUNS. 0D SITE LIGHTING,TYPE V DISTRIBUTION ON 32' CONCRETE POLE WITH FOUR POLE MOUNTED NS|0NAJRE AWER|CAN SERIES HORIZONTAL BURN LAMP. 4. SECURITY LIGHT POLE IS IDENTIFIED WITH "S" AND ASSOCIATED CIRCUITRY IS MARKED WITH "S". EACH LOCATION ..................... ...... .................. ' AWE-4/T4/1OOUP3/5/8OAA-D2/@&H-T0Y0TA RED STR|PE/D2 BACK-BACK/VLFO NTH 1800 WATT PULSE START METAL LAMP. POLE LIGHTS TO BE AT 25`-0" ABOVE GRAD[.IDENTIFIED SHALL HAVE ALL FIXTURE HEADS ON POLE CONNECTED TO SECURITY CIRCUITRY. ............. ' OE / AM[-4/T5/1 )O8PS/5/B0AA-OUAD/#H-T0- T'RED STRIP E/40QO\/VLFG WITH 1000 WATT PULSE START METAL HALIDE LAMP. POLE LIGHTS TO BE AT 25'-0^ ABOVE GRADE. SITE LIGHTING, TYP� III DISTRIBUTION ON 15' CONCRETE POLE WITH ONE POLE MOUNTED \4S|0NA|RE AWER|CAN SERIES HORIZONTAL BURN LAMP. AME-4/TJ/1UOOPS/S/B0AA-51 /WH-T0YOTA RED STR|PE/S1-S|NGLE/VLFG WITH 1000 WATT PULSE START METAL LAMP. POLE LIGHTS TO BE AT 12'-¢' ABOVE GRADE. OF q7 SITE LIGHTING, TYPE V DISTRIBUTION ON 15' CONCRETE POLE WITH FOUR POLE MOUNTED NS0NA|RE AMER|CAN SERIES HORIZONTAL BURN LAMP, AME-4/T5/1OOOPS/5/80AA-OUAD/Y8H-T0YOTA RED STR|PE/4090)VLFC WITH 1000 WATT PULSE START METAL LAMP. POLE LIGHTS TO BE AT 12'-0^ ABOVE GRADE. 9. EXTEND CIRCUIT THROUGH CONTACTOR V. SEE DETAIL 15/EO01. .................. wI 11. EXTEND CIRCUIT THROUGH CONTACTOR 'P', SEE DETAIL 18/EO01. ..... ­1 ­1 ............... .............. .... 12. EXTEND CIRCUIT THROUGH CONT CT 1' -,SEE �[� !�idl OO+ SITE L|GHllN8, TYPE III DISTRIBUTION ON 15' WHITE SQUARE STEEL PULE SET FLUSH TO CONCRETE ISLAND WITH TWO POLE MOUNTED V|S|ONA|RE AMER\CAN SERIES HORIZONTAL BURN LAMP, AME-2/TJ/4OOPS/5/BOA/WH-T0Y0TA RED STR|PE/D2 ROTATED/VLFO WITH 400 WATT PULSE START METAL LAMP, MOUNTED ON 15' WHITE 13. EXTEND POWER CIRCUIT AND RECEPTACLE CIRCUIT UP TO CONTROL PANEL AND MAKE ALL ........................ . ............... . .... ............. . . ... . . STEEL POLE, NS|ONA|RE #3NTS-15-5S-11-136-D90-#H. POLE LIGHTS TO BE AT 15^-0" ABOVE GRADE.CO ;ALL FROM CONTROL PANEL TO LIFT STATION. FIELD COORDINATE CONDUIT AND CONDUCTOR INSTALLA]TION ........................... 0H SITE UGHTINU, TYPE U| DISTRIBUTION ON 15' WHITE SQUARE STEEL POLE SET FLUSH TO CONCRETE ISLAND WITH TWO POLE MOUNTED NS|0NA|RE AMER|CAN SERIES HORIZONTAL BURN LAMP, AME-2/T3/40OP3/5/B0A/WH-TOYOTA RED STR|PE/D2 R0TATED/VLFg WITH 400 WATT PULSE START METAL LAMP, MOUNTED ON 15' WHITE STEEL POLE. NS|ONA|RE #SNTS-15-53-11-130-D90-M. POLE LIGHTS TO BE AT 15' -U" ABOVE GRADE. WITH MANUFACTURER'S DRAWINGS AND LIFT STATION INSTALLER. Fp roject no.: 249-004 by: dds/jlc checked by: sheet no.: AmmahL Amomk Adpwwh, ' � � NEW [)RU\\8/ING Site Lighting Plan �� ^ML-27 \ : :�7GE LIFT STATION--// ���4 �� �� / : v ` ' It . � 'r�o ` _____ _____�� �4 / ^ H ^^` #* LA-OO 1'---1� \ ' W�8 1� ) � � - '~ :�- / \ - \ ; `�~ J#0-` 1#HOC - 1" ( . . � | \ | � � /������\ � � � � ! � �-� /���' � ; �� /-�-----------���_0/8 � �TE� /..................:,` ____3__ -� __�_____ -- �������N�TE/ 1O / � � \! �� ' �� ���� ! : ! ! � : I -:­:::::;;::::;::::::::i' �;i ....... :: R< :: it I : . : ........... \ ..... � ..... I �; i j : i : " ". i i � '. 1 1. f � \ .1. : : 1-1 : ; Iii it. � 11 .'­.' ... _; �X : \\ .......... ............. "Ill., ... ­4 ................... . - " . .................. \ _- ...' ....... ..... .. .. I . . It ' , I 1. ' I ' . . 1> " ii i� 11� .......... t ............. --- ** '" ", \ . � '' .1 :: it R -:. :.. R �*` :...�.. .. __ \ ------ !-' --------­---­ it ....... � ............ _ : �Q . I '...:: -!--! ... : ... 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' � i' ^' ' �6 '- " ' � ` �� it m� u*m om�/ ��� u�arn c�� \.~J �� �� � �/ � \ � � � � � i � � � `\'�' ' � ` � � / � � � � | ��c�' � � � � ��' ~\ \ � ' � � ^»�� \ H \ \ ~_~~^^ ' / \ � � � � ' ---- NOTE 7 ^` ��O \ ---- ' ' \ � ' � � \ � ��-���-'-- / / ' ` \ ` �� \ � � H � _--------- " \ ' ' \ ' ` \ / � \\ \ � // � �_ `__. ; � \ � � � o-�u/�� �� _-_----- �~~ . | « ' \ � ` i/ � � ` t ! �� 11"�` \ � 1. ;; :: ... : : it .1 nm-//� �� --------_�_-__ / / � \-~' � `�`� it it�~^~�° / / � c� -��� ------ -------- \ `� ` 11 N0TE 5 '7Y ' \ - ----' --'--� ' ' \ - �� \ ' !%` � `` ' "V . ` � _ _ ___� ���u ! i.' \ ' � \� � ===`,,_�� it L�J i�� �0 / � \ '-r ' ` \� `� ' '�� ���������� �������-`' '��---' '- l-�VL--../� � `/`J / / PO ^^ � � � / \ ~' ` ` �! ``�/ � ,-��- / � �� ` v R +/ ' VR � � --� � -'---- ' � \ �� ' � / LA-O3.8 �� ' ^/' � � i � ! � ^~ |'� i �� �� �~`~� i ! � `^i !\ i� _-~----- " ---- ~ � �� ` �! `�\ \\ ' �� i� \ \\ \/p � � ~~^�^~ ~~T^~' � \ ^�� HB-22/24 rm -----�L-���_' __ ' / ! � _ | ,,^� � ^ i !! �� i �^~.� | ' �``~� \ ;. ~--- '/ -~�^__�` � r�\�� �%�� \ '''- ��� \� � \ (!! \�` \ \\ ``\ \ Y ..: .1 '� <' I � I �i it .' //�: .................. :::t it - R-- C \ " / 11 1. \ i \ 11 11 ELECTRICAL NOTES: 1. EXTEND ALL PARKING LOT LIGHTS TO PANEL AS NOTED WITH CONDUCTORS AS INDICATED IN M|N|WUK� 1" PVC. SEE PLAN FOR CIRCUIT INFORMATION. 2. EXTEND RIGID STEEL CONDUIT UP ON POLE AND MOUNT DUPLEX GROUND FAULT RECEPTACLE IN SURFACE MOUNTED NEK�A 3R OUTLET BOX. PROVIDE TAY-MAC #20510 WEATHERPROOF C0VERPLATE AND MOUNT OUTLET ON POLE AT 42" A.F.G.. RECEPTACLE CIRCUIT IS MARKED WITH "R". J. RECEPTACLE CIRCUITS ARE IDENTIFIED WITH "R" IN CONDUIT RUNS. 4. SECURITY LIGHT POLE IS IDENTIFIED WITH "3" AND ASSOCIATED CIRCUITRY IS MARKED YNTM "5". EACH LOCATION IDENTIFIED SHALL HAVE ALL FIXTURE HEADS ON POLE CONNECTED TO SECURITY CIRCUITRY. 5. EXTEND CIRCUIT THROUGH CONTACTOR 'M'. SEE DETAIL 15/EO01. 8. EXTEND CIRCUIT THROUGH CONTACTOR V. SEE DETAIL 15/E001. 7. EXTEND CIRCUIT THROUGH CONTACTOR W. SEE DETAIL 15/EO01. 8. EXTEND CIRCUIT THROUGH CONTACTOR V. 3E[ DETAIL 15/EO01. Q. EXTEND CIRCUIT THROUGH CONTACTOR V. SEE DETAIL 15/EO01. 10. EXTEND CIRCUIT THROUGH CONTACTOR 'N', SEE DETAIL 18/EO01. 11. EXTEND CIRCUIT THROUGH CONTACTOR 'P' ' SEE DETAIL l0/FO01 /- . ' ' '' ` / 7I I —FURN SHED\ W/HXTURE ' � � \ ,_ : "` ''~''' '~'~ ''.', '-- . �~~ '. 2. C0N BELOW \-�' - ` .^'' LIGHTING FIXTURE AS SPECIFIED — DIRECT BURIAL CONCRETE LIGHT POLE --- UP TO LIGHTNING ARRESTOR ON POLE TOP -UP TO LIGHTING FIXTURE ON POLE TOP �ROUND F�ULT RECEPl�CL[ YY�H YYEATHERPROOF COVER. SEE NOTE 2 \ i! � � /7 .... . .-. - --- . ...... :2 wo I - CONDUIT _=��/_ :D _j __ ('2� POLE MOUNTING DETAI ... L � | �� .~��` �\ '::ii: it NEW DRAWING 81UMarietta Street, NW At|onto. Ge0[gia 30318 404.881.8370.404.881.8173Ul vvvvvv.zennergroup.ourn ------------' ---------- ����8�� '-----------' I01) N 30 �? m _ Lu It�z~wo-- � �� N. _q COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY OFTHE ZENNERGR0UP' INC. ANY USE 0F THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OFTHE ZENNERGROUP |OPROHIBITED. @2004 THE ZENNERGROUP, INC. PROGRESS FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 drawn by: dd checked Sr. sheet no.: Site Lighting Plan xi H 10 _ Y Y Y Y ..y. Y _ Y _ - Y #1O X0R[ FLOOR R18Marietta Street, NVV Atlanta . Georgia 30318 404.881.8370'404.881.8173Ul vvYYVY.zeDnorgroup.c0D1 E� m _ _ COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT 0FSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY 0FTHE ZEmmsnoaoup. INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED YY|TH THE PROJECT LISTED BELOW, YV|TM0UT THE EXPRESS, WRITTEN PERMISSION 0FTHE ZENNERGROUP |SPROHIBITED. �32004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 FOR CONSTRUCTION 3-22-04 CONSTRUCTIONFOR Revision #2 10-14-04 project no.: drawn by: dds/rIk checked by: DLU/MEH Sr. sheet no.: Showroom Floor - Lighting m 10.12 6 m� 5 12 �- 4,6 LCA-8,10,12 'LCA' LCA-1,3,5 4" E.C. W/PULL STRING UP TO J—BOX, SEE FLOOR PLAN STUB THRU WALL AND TERMINATE W/NYLON BUSHING ENLARGED PLAN - COMPUTER ROOM E � 121 % SCALE: 1 /4' = 1'-0" ... ...... ... INCOMING SECONDARY 1EL SERVICE. SEE RISERNSE/ / 40TE 26EMERGENCY SHUTOFF DIAGRAM FOR SIZES OTE � SHOWROOM FLOOR - POWER & SYSTEMS E� 1 1 1% SCALE: 1 /8" = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com ........ ........ ..... ......... N W ��l a COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WI TH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. ... y .... ..... Cis S U a•e�a O.S ;::. .......:.: PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION 94 04-21-05 project no.: 249-00 drawn by: dds/rlk checked by: DLU/MEH Sr. sheet no.: E or 1 r Showroom Floor - Power & Systems 4 /\ . �- K K `' ' `' K K ' F�- /l\ « ^_-� � --- � �---' i GENERAL REMSIONS TO LIGHTING Fl Fl Fl NOTE 12 PARTS & SERVICE FLOOR LIGHTING. �� ��/,�|�^ 1 /o" — 1'—O" �_ -..,.�^-. ./u -- . " UP TO FIXTURE ON 2ND FLOOR It X1 lIOTES18� A� 818 Marietta Street, NW At|on(a'Georgia 30310 404.881.8370.404.881.8173Al vvvvVY.zenOergrOup.0orn o m Lu u- m— _�. _ l� � �L � A COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATE o ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY 0FTHE ZENNERGROVP. INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THANTHO3EASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OFTHE ZENNEROR0UP|OPROHIBITED. 6�2004 THE ZENNERGROUP, INC. p FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 1 4 project no.: 249-00 drawn by: ddslrlk checked by: DLU/MEH Sr. sheet no.: Parts & Service Floor - Lighting � " o 00 o c��__--_—__� ^ / r —_— _ c LSC-20�8 / � 'v' �� �M0 14' 0^ 14' 0^ � � ! ! ! i --LS�—��4 --� '17 � | � ��L | | WAQNETKC LOOP ' 4'—O^�4'-0^ | '��� `'� ` * � � v � [F U��� � U ����� ~� J����� � ]� ����� U � U�"� U�� U ����U� � ����� �� � � � � ��� �� �[��|F' 1 /R' = 1'—O' �- ~~.`�~ ./ ~ . . 818 Marietta Street, NW Atlanta .Georgia 30318 404.881.8370'404.881.8173AD vvvvVY.zennergrnUp.cunn -- ��. _ �w f ' COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE DOCUMENTS REMAIN THE SOLE PROPERTY OFTHE ZENNERGROUP, INC. ANY USE 0F THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE AG3OC|K[EDWITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OFTHE ZENNER GROUP |8PROHIBITED. 2004 THE ZENNERGROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR ON FOR CONSTRUCTION 7-12-04 REVISION project no.: 249-004 drawn by: dds/rIk checked by: DLU/MEH Sr. sheet no.: E- - &2�4 Parts & Service Floor Power Systems #10 Al v DRAWING NOTES: (TYPICAL FOR ALL LIGHTING SHEETS) 1. EXTEND UNSWITCHED PHASE CONDUCTOR TO EMERGENCY BATTERY BALLAST IN FIXTURES. 2. CHAIN HANG FIXTURES 10'-0" A.F.F. IN THIS AREA. 3. WALL MOUNTED BUILDING SIGN JUNCTION BOX AT INSIDE WALL OF BUILDING. COORDINATE JUNCTION BOX MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. EXTEND (1) 1 1/2"CONDUIT FROM JUNCTION BOX THROUGH WALL TO EXTERIOR AND CAP FOR BUILDING SIGN INSTALLATION. COORDINATE IN FIELD FOR THE INDIVIDUAL SIGN CONNECTION REQUIREMENTS WITH SIGN SUPPLIER. DIVISION 16 CONTRACTOR SHALL MAKE THE FINAL ELECTRICAL CONNECTIONS TO ALL BUILDING SIGNAGE. PROVIDE ALL NECESSARY MEANS FOR FINAL CONNECTION. 4. INSTALL WEATHERPROOF COVERPLATE FOR SWITCH IN THIS LOCATION. 5. MOMENTARY CONTACT SWITCH MOUNTED AT 48" A.F.F. EXTEND 3#12-1/2"C TO CONTACTOR 'A' FOR CONTROL OF SHOWROOM/SALES H.I.D. LIGHTING. SEE DETAIL 14/EO01. 6. EXTEND CIRCUIT THROUGH CONTACTOR 'A' FOR CONTROL OF SHOWROOM/SALES H.I.D. LIGHTING. SEE DETAIL 14/EO01. 7. MOMENTARY CONTACT SWITCH MOUNTED AT 48" A.F.F. EXTEND 3#12-1/2"C TO CONTACTOR 'B' FOR CONTROL OF SERVICE DRIVE H.I.D. LIGHTING. SEE DETAIL 14/EO01. 8. EXTEND CIRCUIT THROUGH CONTACTOR 'B' FOR CONTROL OF SERVICE DRIVE H.I.D. LIGHTING. SEE DETAIL 14/EO01. 9. MOMENTARY CONTACT SWITCH MOUNTED AT 48" A.F.F. EXTEND 3#12-1/2"C TO CONTACTOR 'C' FOR CONTROL OF PARTS AREA FLUORESCENT LIGHTS. SEE DETAIL 14/EO01. 10. EXTEND CIRCUIT THROUGH CONTACTOR 'C' FOR CONTROL OF PARTS AREA FLUORESCENT LIGHTS. SEE DETAIL 14/E001, 11. MOMENTARY CONTACT SWITCH MOUNTED AT 48" A.F.F. EXTEND 3#12-1/2"C TO CONTACTOR 'D' FOR CONTROL OF SERVICE SHOP H.I.D. LIGHTING. SEE DETAIL 14/EO01. 12. EXTEND CIRCUIT THROUGH CONTACTOR 'D' FOR CONTROL OF SERVICE SHOP H.I.D. LIGHTING. SEE DETAIL 14/EO01. 13. EXTEND CIRCUIT THROUGH CONTACTORS 'E' FOR CONTROL OF BUILDING SIGN LIGHTING. SEE DETAIL 18/E001. A 14. EXTEND CIRCIUT THROUGH CONTACTOR 'G' FOR CONTROL OF EXTERIOR BUILDING CANOPY. SEE DETAIL 15/EO01. 15. MOUNT EMERGENCY LIGHTS ON BOTTOM OF STRUCTURAL STEEL JOIST. ADJUST LAMP HEADS TO ILLUMINATE DRIVE AREA FOR EMERGENCY EGRESS LIGHTING. 16, CONTRACTOR SHALL IDENTIFY LIGHTING CONTROL AT ALL MULTI -GANG SWITCH LOCATIONS. 17. CONTRACTOR SHALL MOUNT LIGHTING FIXTURES IN PARTS TO BOTTOM OF ROOF JOISTS. 18. MOUNT JUNCTION BOX AT 7'-6" A.F.F. FOR FUTURE LOWER LEVEL PARTS STORAGE LIGHTING. EXTEND CONDUIT THRU CONTACTOR 'C' FOR LIGHTING CONTROL. TERMINATE WIRE IN J-BOX LEAVING 6" SLACK FOR FUTURE EXTENSION, 19. NEMA 5-20R RECEPTACLE MOUNTED FLUSH IN CEILING FOR CONNECTION TO LIGHT CLOUD. LIGHT CLOUD COME EQUIPPED WITH CORD AND PLUG FOR EACH SECTION. 3 20. EXTEND CIRCIUT THROUGH CONTACTOR 'S' FOR CONTROL OF EXTERIOR BUILDING WALL PACKS. SEE DETAIL 15/EO01. SERVICE & DETAIL - LIGHTING E \130% SCALE: 1 /8" = 1'-0" #10 A #10 GENERAL REVISIONS TO LIGI- --........__ .................._..__................................................................ Mc F F X3 NOTE 11 s ........... ..F..... F1 ..... : .:::::...........................................:::::.........:::::.................'......... p \ C ............................................................ e C, `•`............ F NOTE 15- -„ - .. C Z ,� �•• Fl (O<D 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com .................. ...... .... ... CV o Ld Q COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. © 2004 THE ZENNER GROUP, INC. �.. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: dds/rlk checked by: DLU/MEH Sr. sheet no.: #10 Service & Detail - Lighting Z& Z\ DRAWING NOTES: (TYPICAL FOR ALL POWER SHEETS) 1. MOUNT JUNCTION BOX AT ROOF STRUCTURE AND EXTEND ONE (1) 3#10 "SJO" CORD DOWN TO 30 AMP, 2 POLE NEMA L6-30R TWIST -LOCK RECEPTACLE AT 5'-6" A.F.F. AND EXTEND ONE (1) 3#12 "SJO" CORD DOWN FROM JUNCTION AT ROOF AND CONNECT TO UTILITY BOX ON LIFT EQUIPMENT. PROVIDE MATCHING CORD AND PLUG FROM RECEPTACLE TO EQUIPMENT CONNECTION POINT FOR A COMPLETE INSTALLATION. PROVIDE KELLUMS GRIPS AT JUNCTION BOX, RECEPTACLE, PLUG AND EQUIPMENT CONNECTION POINT. 2. MOUNT RECEPTACLE AT ROOF STRUCTURE FOR CONNECTION TO LIGHT REELS. 3. EXTEND 2"C UP THROUGH ROOF AND INSTALL 2" WEATHERHEAD ON CONDUIT FOR CONNECTION TO SATELLITE DISH. VERIFY EXACT LOCATION OF DISH AND CONDUIT ROUTING. 4. FLUSH MOUNTED DRYER RECEPTACLE - 30 AMP, 208V, 1 PHASE, 3 WIRE G.E. #4132-3 WITH STAINLESS STEEL COVERPLATE. FURNISH MATCHING CORD AND PLUG SET FOR DRYER - CAROL #05655. 5. CONTRACTOR SHALL INSTALL ALL GFCI RECEPTACLES, SPECIAL RECEPTACLES AND DATA OUTLETS IN SERVICE SHOP AREA AND COMPRESSOR/FLUIDS ROOM AT 44" A.F.F. TO CLEAR THE WORKBENCH AND COUNTER. ALL CONDUITS STUBBED UP ABOVE SHOP R H P FLOOR, IF EXPOSED, SHALL BE INSTALLED WITH EXPLOSION -PROOF FITTINGS PER NEC. 6. JUNCTION BOX MOUNTED ABOVE CEILING IN AREA SHOWN. EXTEND 1" EMPTY CONDUIT TO JUNCTION BOX IN COMPUTER ROOM #178 FOR CONNECTION TO SATELLITE. 7. CONTRACTOR SHALL EXTEND 3/4" CONDUIT WITH PULL STRING FROM EACH DATA OUTLET IN SERVICE SHOP UNDERGROUND AND STUB -UP TO DATA BACKBOARD ON SHOP WALL AT BREAKROOM. 8. TELEPHONE BACKBOARDS SHALL BE 4' (W) x 8' (H) x 3/4" (T) PLYWOOD SECURED TO WALL. PROVIDE 1#6G-1/2"C TO SWITCHBOARD 'MSB' GROUND BUS AND LEAVE 2' SLACK AT BACKBOARD. EXTEND 2-4"C TO PROPERTY LINE AS INDICATED ON SITE PLAN. TERMINATE AS DIRECTED AT PROPERTY LINE BY LOCAL COMPANY SERVING SITE. BACKBOARDS SHALL BE PAINTED WITH BLACK FIRE RETARDANT PAINT PRIOR TO MOUNTING. 9. DATA/TELEPHONE PATCH PANEL BACKBOARD, 4' X 4' X 3/4", MOUNTED AT 10'-0"A.F.F. EXTEND 2-2" EMPTY CONDUITS TO COMPUTER ROOM. TERMINATE BOTH ENDS WITH NYLON BUSHINGS. 10, PROVIDE 2-4"C FROM DATA BACKBOARD IN COMPUTER ROOM TO TELEPHONE BACKBOARD IN MAIN TELEPHONE ROOM. 11. DATA BACKBOARD FOR PATCH PANEL SHALL BE 4' (W) x 4' (H) x 3/4" (T) PLYWOOD SECURED TO WALL. DATA BACKBOARD SHALL BE PAINTED WITH BLACK FIRE RETARDANT PAINT PRIOR TO MOUNTING. MOUNT AT +10'-0" AFF. TO CENTER OF BACKBOARD. 12. STUB CONDUIT UP IN BASE OF DISPLAY RACK, MAKE POWER CONNECTION AS REQUIRED. 13. PROVIDE FIRE ALARM SYSTEM INTERLOCK WITH ELEVATOR RECALL. RECALL SHALL BE FROM SMOKE DETECTORS AT ELEVATOR LOBBIES, TOP OF ELEVATOR SHAFT AND ELEVATOR EQUIPMENT ROOM. SMOKE DETECTOR IN ELEVATOR EQUIPMENT ROOM SHALL ALSO, THRU N.O. CONTACT, SHUNT TRIP CIRCUIT BREAKER FOR ELEVATOR CONTROLLERS. HEAT DETECTOR SHALL ALLOW SPRINKLER SOLENOID VALVE TO OPEN, THRU N.O. CONTACT IN HEAT DETECTOR AND TIME DELAY SWITCH. SOLENOID SHALL BE DRIVEN OPEN BY POWER. TIMER DELAY SWITCH SHALL BE SET FOR DELAY -ON -OPERATE. SWITCH SHALL BE SIGNALINE MODEL 300. CONTRACTOR SHALL COORDINATE, WITH ELEVATOR INSTALLER, SETTING OF TIME DELAY ON BREAKER SHUNT TRIP TO ALLOW ELEVATOR TO REACH DISCHARGE FLOOR BEFORE TRIPPING BREAKERS. DELAY ON SPRINKLER SOLENOID SHALL BE SET TO ALLOW ELEVATOR SHUT DOWN BEFORE WATER FLOW. SEE ELEVATOR EQUIPMENT SCHEDULE FOR FOR SHUNT TRIP CIRCUIT BREAKER REQUIREMENTS. 14. JUNCTION BOX ABOVE CEILING FOR CONNECTION TO SPRINKLER SOLENOID SWITCH. SOLENOID SWITCH SHALL BE ACTIVATED THRU 20A STERILE CONTACT IN HEAT DETECTOR HEAD. 15. PROVIDE INTERLOCK TO FACP FOR MONITORING OF ELEVATOR STATUS. 16. CONTRACTOR SHALL SURFACE MOUNT ALL CONDUITS AND DEVICES AT BACK WALL OF BUILT-UP CASEWORK. COORDINATE INSTALLATION WITH CASEWORK DETAILS AND VERIFY MOUNTING WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 17. ALL FIRE ALARM STROBES SHALL BE SYNCHRONIZED WHEN IN THE SAME FIELD OF VISION. 18. FIRE ALARM BATTERY CALCULATIONS SHALL BE PROVIDED WITH FIRE ALARM SHOP DRAWINGS. 19, INSTALL JUNCTION BOX AT 24" A.F.F. EXTEND CIRCUITRY IN FLEXIBLE METAL CONDUIT TO DISHWASHER. MAKE ALL CONNECTIONS TO APPLIANCE AS REQUIRED. 20. INSTALL JUNCTION BOXES AT 24" A.F.F. EXTEND CIRCUITRY IN FLEXIBLE METAL CONDUIT TO OUTLETS FOR POWER/DATA AT 18" A.F.F. AS SHOWN ON PLAN. 21. MOUNT JUNCTION BOX ON WALL AT TOP F SHUTTER 0 0 FOR POWER CONNECTION TO MOTOR. CONTRACTOR SHALL INSTALL RAISE/LOWER SWITCH FURNISHED BY SHUTTER SUPPLIER. PROVIDE ALL INTERLOCK CONNECTIONS WITH FIRE ALARM CONTROL PANEL FOR OPERATION OF FIRE SHUTTER. 22. MOUNT JUNCTION BOX AT SHUTTER FOR FIRE ALARM SYSTEM MONITORING OF SHUTTERS. CONTRACTOR SHALL ELECTRONICALLY CONNECT TO SHUTTER DOOR WARNING DEVICE FURNISHED WITH THE SHUTTER. COORDINATE WITH THE SHUTTER SUPPLIER FOR MONITORING THE DOOR STATUS FROM THE SHUTTER SENSOR. THE FIRE ALARM SYSTEM SHALL NOT CONTROL THE FIRE SHUTTER. 23. PROVIDE POWER CONNECTION TO MOTORIZED LOUVER. COORDINATE WITH DIVISION 15 DRAWINGS. 24. MOUNT JUNCTION BOX ON WALL FOR MOUNTING OF TANK ALARM. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT. CONNECT AS DIRECTED BY SYSTEM SUPPLIER/INSTALLER. 25. CONTACTOR SHALL INSTALL #10 CONDUCTORS THROUGHOUT ENTIRE CIRCUIT. 26. EXTEND 3/4" EMPTY CONDUIT WITH PULL STRING TO FUEL DISPENSER. CONTRACTOR SHALL INSTALL A 30/2/NF/4X DISCONNECT SWITCH AT FUEL DISPENSER. MAKE ALL ELECTRICAL CONNECTIONS TO PUMP AS REQUIRED. FIELD COORDINATE EXACT LOCATIONS. SEE SITE PLAN FOR CONTINUATION. 27. COORDINATE WITH OWNER'S TELEPHONE SYSTEM INSTALLER FOR DATA/VOICE LINES TO THIS LOCATION. ALL OUTLETS ARE TO MATCH ELECTRICAL RECEPTACLE HEIGHT. 28. EXTEND 1" CONDUIT OUT OF BUILDING FOR CONNECTION TO IRRIGATION SYSTEM CONTROL BOX. SEE SITE PLAN FOR CONTINUATION. 29. S.P.S.T. TOGGLE SWITCH MOUNTED AT 48" A.F.F. EXTEND 2#12-1/2"C TO CONTACTOR 'F' FOR CONTROL OF FUEL DISPENSER. SIMILAR TO DETAIL 14/E001. COORDINATE EXACT MOUNTING LOCATION. 30. PROVIDE (2)-1 1/2"C FROM RECEPTION DESK TO LANDSCAPE AREA , STUB UP AND CAP. 31. EXTEND CONDUITS TO SECURITY GATES FOR POWER CONNECTION. 32. EXTEND (2)-1 1/2"C FROM RECEPTION DESK, STUB UP ABOVE CEILING AND TERMINATE WITH NYLON BUSHING. 33. EXTEND CONDUITS FROM RECEPTION DESK TO ABOVE CEILING FOR POWER TO SECURITY GATES. 34. MOUNT RECEPTACLE AT +60" AFF C.O. MONITOR CABINET. 35. EXTEND 1" E.C. WITH PULL STRING FROM FLUSH FLOOR BOX TO WALL, TURN CONDUIT UP IN WALL TO ABOVE HUNG CEILING, TURN OUT WITH 90' ELBOW AND TERMINATE WITH NYLON BUSHING. CONDUIT IS FOR OWNER INSTALLED DATA/TELEPHONE CABLES. 36. EXTEND 3/4" E.C. WITH PULL STRING BETWEEN FLUSH FLOOR BOXES FOR OWNER INSTALLED DATA/TELEPHONE CABLES. 37. FLUSH DATA/TELEPHONE AND POWER FLOOR BOX, FIELD VERIFY EXACT LOCATION WITH OWNER/ARCHITECT. SERVICE & DETAIL - POWER & SYSTEMS E � 131) SCALE: 1 /8" = 1'-0" 1 VI\ VIIHIVVLJ HIVV IVIVVII II..HIIVIV.J IV II IL UHJL ULJIVIV. \ INFORM THE ARCHITECT/ENGINEER OF CHANGES REQUIRED I It l 4'-0" AND SECURE SCOPE CHANGE WHEN REQUIRED. Ir 3'-6" CONTROL PANEL - . 3 # F F n WP a ................ _... 4 -10 • </ Y _.. \ :'...: WP EUH-6 ° /-.--.-- EUH-5 4'-0"� r ~ #10 EF-6 4" X 4" X 6'-0" 818 Marietta Street, NW R 14 -0' • � SCREW COVER WIF / Atlanta, Georgia 30318 l 48 A.F.F. 404.881.8370, 404.881.8173 (f) WP' .... N i #10 `::..0`.OMPRESSOR #1 . _ i.. ..WP :..:.., :COMPRESSOR www.zenne o com I 1 :COM R #2 . J »,,.,.. • LSE-36:... ....._ : #10 `:�';;;;',.;. � SEE SHEET E131 :FOR ALL POWER MSB -8 LSF-33 ::• . #10 �{ .. ,, , NOTES REFERENCED ON THIS SHEET N 1 #10� EF-3A ��' LSF-35,�7 MB-8/10/1'2- r� l MOUNTED ON ROOF # WP 10 AIR DRYER ;> - .J LSF 23 L ..1 ..... ...... ..... ...... ..... ..... ...... ..... ...... ....TANK ALARM .... #10 NOTE 24 ................ .............................. .......... .......... I I SEED NOTE 4 L�-21 FAN ( ) I GENERAL DRAWING REVISIOI • •, COPYRIGHTED DOCUMENT 1 ►� LSF-17/1 THIS DRAWING AND THE ASSOCIATED ELECTRONIC #10 FILE ARE PROVIDED AS I" AN INSTRUMENT OF SERVICE FOR THE :2 .....< ..... P \ J 10 PROJECT LISTED BELOW. THE DESIGNS W REPRESENTED IN THESE DOCUMENTS # I :.. v I I„ REMAIN THE SOLE PROPERTY OF THE ................... ................................. ...... ................:. ZENNER GROUP INC ANY USE OF a j. THESE DOCUMENTS FOR PURPOSES rHER THAN THOSE _22/2 4 ASSOCIATED WI rH .. THE PROJECT LISTED BELOW, WITHOUT t^SE ITHE EXPRESS, WRITTEN PERMISSION ER GROUP IS PROHIBITED. 1 EF 3g 1 OF THE ZENN ' 004 THE ZENNER GROUP, INC. Qc 2 P,N I PROGRESS SET 1-30-04 I:: :.... '...... �. PROGRESS SET 3 03 04 '' M FOR CONSTRUCTION 3-22-04 ::.:.:........................................... ............ : I : :................................................L 3 - - - ..�... . � 14' 0" FOR CONSTRUCTION 7 12 04 1 ; Revision #2 10-14 04 r�.. 0 1- r LSF-18/20 ..... .. - - - I. � :�!'..� 1 REVISION #4 04 21 05 \ t: T -1 / 34 / 4'-0" LSF-30,32,34 #10-- \� \ .......... '= J NOTE 23 \ E .........� .. EDF # 0 ® LSF-1 /16 #10 31 -6 1 4 • ::..:::... :: e I .,., _.... .... LSF-31 33 tl--- LSE-25/27 LJG �� NOTE 25 : \ #10 .......... ......... ......... ..... , ... .. ........... _ . .... .. NOTE 7 J LSE-26/28 24 #10.......... . 32 j 4... LSA-9/11..... LSE-3Q ... c , (TYPICAL) .....::�:.............. #10 L 7ft`" LSE-29/31 � / � # 16 OTE 25 • . :::LSE :LS -14 ' 0 3 • J ' -jr NUIL ° +'r \L ' '' J 10 ° project 249 00 NOTE 7 D _. • 4 10 ........... .......... R (TYPICAL) :.:.:.:% M J __ _ k ., F � dds r • drawn b F checked by DLU/MEH Sr. r� M J u i................................................... ........................... ..._ ..._.................................. i......... i; :i _........ ...... _.._ ......... .........._................................................... ..:......... ................................ _.. ........... .................... sheet no.: CONTROL PANEL 10 3'-6" NOTE 23 NOTE 23�CONTROL PANEL 3'-6" El 4'-0" 4'-0" 71 %mollf I '­J/ Service & Detail - Power &Systems t� a M SERVICE DRIVE & QUICK LURE - LIGHTING E �140) SCALE: 1 /8' = 1'-0" 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404,881.8173 (f) www.zennergroup.com ................................................................ .................................. N A � W sC! W dj tL COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Q 2004 THE ZENNER GROUP, INC. PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 project no.: 249-00 drawn by: dds/rlk checked by: DLU/MEH Sr. sheet no.: Service Drive & Quick Lube - Lighting -T � " ^ ^ DEEP AT FOR PRESSURATION RECLAIM UNIT ! �CONTROL PANEL � � xnc 'z mm BELL � �-'CONTROL PANELCONTROL PANEL � � i DRYER MOTOR STARTERALL ELECTRICAL WORK SHOWN IN, THE CARWASH AREA IS .PANELEMERGENCY STOP SWITCH .WASH EQUIPMENT TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. THIS (��O.) R.O. PANE MOTOR CONTROLFIELD VERIFY EXACT REQUIREMENT CONTRACTOR SHALL FURNISH ALL CONNECTING WIRING, ALL| EQUIPMENT � CONDUIT AND FITTINGS AND MAKE ALL THE NECESSARY� �.��-`- '—'--_. CONNECTIONS REQUIRED FOR A COMPLETE INSTALLATION. ........ ' � FOR CHANGES AND MODIFICATIORS TO THE BASE DESIGN. REFER TO THE CAR WASH EQUIPMENT INSTALLATION DRAWING INFORM THE ARCH I TECT/EN GI NEER OF CHANGES REQUIRED | ' AND SECURE SCOPE CHANGE WHEN REQUIRED. ' |LSG1" :FOR 0#ERS.32 NOTE 23 CONTR EFFF rr ) Ox FOR LOW FLQAT SWITCH DEALER �NTRY STATION EUH WID SCREW COVER WIREWAY AT IR CONNECTION 28 SEE SHEET E131 FOR ALL POWER NOTES REFERENCED ON THIS SHEET 4 GENERAL DRAWING REVISIONS 09 10 10 �4: J BOX ' lini ` #�� r \ ~^ � - --- OTE � ` SERVICE DRIVE & QUICK LUBE POWER & SYSTEMS [� \ 1 � 1 / SCALE: 1 /p" == 1 ' O" �_\/.�/� ....��. ./u . —. A �-—�w ---1 'v-~` . SEE SHEET E131 FOR ALL POWER NOTES REFERENCED ON THIS SHEET / ° 818 Marietta Street, NW At|anta, Georgia 30318 404.881.8370'404.881.8173Al vvvVvV.Zennergroup.00nn �c 3 Ld . .� COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS ANINSTRUMENT OFSERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED |NTHESE 000uK4ENTa REMAIN THE SOLE PROPERTY 0FTHE ZENNER8R0UP. INC. ANY USE 0F THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS. WRITTEN PERMISSION OFTHE ZENNERGROUP |8PROHIBITED. �c 2004 THE ZENNERGROUP, INC. -PROGRESS SET 1-30-04 PROGRESS SET 3030 FOR CONSTRUCTION FOR CONSTRUCTION 7-12-04 Ravision#2 10-14-04 \ Al SEE SHEET E131 FOR ALL POWER NOTES REFERENCED ON THIS SHEET .................................................' SECOND FLOOR - POWER & SYSTEMS ,.:::::::::.'.■o U U U U DIVISION 16 CONTRACTOR SHALL FULLY COORDINATE H THE MOUNTING HEIGHTS OF ALL FIXTURES WITH THE �S ARCHITECTURAL REFLECTED CEILING PLAN. INFORM C ECT OF ANY DISCREPANCIES ni H ::::::::::::' 4:1 X1 BUILDING SIGNS "LOGO" & "TOYOTA" NOTE 13 f1L /iLG nc. F�L A2 A2 A2 .'A2 A2 A2 i A2 A2 A2 A2 A2 A A2A2E :< A2 A2 A2 39 2 n. A2 I: :I A SECOND FLOOR - LIGHTING Al TH NGINEER/AR HIT PRIOR TO INSTALLATION OF ANY FIXTURES. SEE SHEET E130 FOR ALL LIGHTING NOTES REFERENCED ON THIS SHEET A E 210 SCALE: 1 /8" = 1'-0" E 21 0 SCALE: 1/8 " = 1'-0" CJ o r- N G � a ro \ 818 Marietta Street, NW Atlanta, Georgia 30318 404.881.8370, 404.881.8173 (f) www.zennergroup.com .................................................... .............................. tn Lu CL COPYRIGHTED DOCUMENT THIS DRAWING AND THE ASSOCIATED ELECTRONIC FILE ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED BELOW. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE SOLE PROPERTY OF THE ZENNER GROUP, INC. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED BELOW, WITHOUT THE EXPRESS, WRITTEN PERMISSION OF THE ZENNER GROUP IS PROHIBITED. Qc 2004 THE ZENNER GROUP, INC. .... PROGRESS SET 1-30-04 PROGRESS SET 3-03-04 FOR CONSTRUCTION 3-22-04 FOR CONSTRUCTION 7-12-04 Revision #2 10-14-04 REVISION #4 04-21-05 EAww& N — A& Second Flcr - W - ti Electric ram` 1 U