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v PROJECT DIRECTORY Poulos Brown, LLC 21.0 Forth Hillside Avenue Orlando, Florida 32803 Tel. (407) 515-6971 A R C HI TEC T Baker Barrios Architects, Inc 189 South Orange Avenue Orlando, Florida 32801 Tel. (407) 926-3000 Fax, (407) 926-3390 STRUCTU RAL E NGI Advanced Structural Engineering 11 1265 South Semoran Boulevard Suite 1250 Winter Park, Florida 32792 .z. Tel. (407) 677-5-565 Off, e Fax. (407) 677-5996 �* Engineers Ingenuity Engineers, Inc 4798 New Broad Street Suite 300 Orlando, Florida 3.2814 Tel. (407) 398-6007 Vj' Fax. (407) 398-6003 �IF N T R A C T9 0 RU , R. L. Haines s 2235 Mercator Drive .,,elf. Orla dog Florida 32807 Tel. (407) 384-1908 Fax. (407).3$4-1909 ALLIDEAS, DESIGNS, ARRANGPMENI'S AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY ANI) THE PROPLIi'I'YOF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVEFLOI>ED FOR USE ON AND IN CONNECTION WITII THL` SPUUIPIED PROJECT. NONE DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED 13YOR DNCD:)SED TO ANY PERSON, OF THE IDEAS, FIRM, OR CORPORATION FOR ANY PURPf?Ski WHATS OLVER WITHOUT THE WRITTEN PERMISSION OF BAKLR BARRI0,,S ARCHITECTS,. INC. WARNING'; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAU'1H01OZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OP I.C.2q-2-: 1-1 ET'. SEQ. AND f; THER LAWS. TEE IDEAS, ARRANUEMEN'1'S AND DESIGNS DISCLOSED HERE -IN WAY BE PATENTED OR BE TI1B S UBJECT OF PENDING PA'TEN'T' APPLICATION. 06.25.10 EQNTI'./MISCO. CHANGES ,iM Jm 0 5.10.10 OWNER COMMENT'S JM im 02.26.10 OWNER REVISIONS----1LR JM 11.15.09 ISSUED FOR PERMITTING No. Da(e Revidons / Submi6S10nS D. Cid. J W"I MIA E111"ou 4` 9 r 22111 183 South Orange Avenue Solite 1700 Orlando, Florida 32801 407,926.3000 Tel 407.926,3390 Fax info @ ba kerba rri os. corn www.bakerbarrios.com AA0OQ2981 N m L K G "..- .. ,..--- ...-- _..:__ -......w -._,..,.... ....,_...._- 1111_ __ _.-.-__ I _-.. . 1111 _ _ 1111. - ...._. ,._..-1.-._ 1 1 2 1 3 1 4 E:: SERVICE SP 14.0 ..................................................... RETAIL COUNTER -------- ---------.... .......11.1................. 141 W1 ... IOLESAL PARTS 1 TECH PA .T S 1.43 PARTS MANAGER 144 ELECTRIC L--------------------------- ---- - - --11. ..... . ... 1 .... 11 .................. �1.45 PARTS SHOP 1.46 ---- -------- -------- EL EV EQUIP ......... ........................................ - _------- .--- 1.47 SHIPPING & RECIEVING 148 - -1 - - - WARR. PARTS LOOK -UP --- --_..,._.......................... .......................... ...----------------------------------....----------.. 1 1...1 SAI � M D 150 CORRIDOR R. 1.5 1.. BERM SHOP 152 WOMEN'S LOCKER 1.53 MEI`J3 S LC EP. 154 _........................... ............... ........................... SPECIAL -FOOLS .... .-------------------------------------------------------------------------- .. _ .................. cs .1.55 SHOP FOREMAN 156 ....................................................................................................................................................... TIRE SERVICE .1. 5 TIRE SERVICE 158 ......................................... ....... ........ CAR WASH I ........ ----------- - --- ---- ---- ------ ----------- ---1 ..._- 159 DETAIL BAY 160 OIL STORAGE B -- 1. 61 ------------------------- ... ....................................... -- ---- COMPRESSOR 162 HEAVY VEHICLE. .1,63 STORAGE A 1, 1 2 BAS I i 5 I ::1:::l::;:j� 6 ? WALLSCEILING -s-----]--W- .......rr.�...,�..........,....,......,,......,v„.wnvrw.wwr.ww....w.................. ............. --' TYPE ... -1 -- -- - -- P-2 - --- --- -- -- - P-2. - --- -- - P- ---- --- - P-2 -- ACT -2 PT- 2 P -1G L-1 .. 8 P- _GL -I -/P-1 CT- . - --_ _........-.............. P-2 B- :� l,,.-1/11- _1_ Lim 1 P-1.GL-I,/P-:1-AC ...I— 1_ BENJAMIN MOORE - SATIN LATEX, COLOR. # -66 SNOW HIT E C ----------------------------------------- ........................................................... PPo T- IVB -1. -1 P-2 PT - WC- PT - WC- W - P-1 P- PT- P_ ..., P-1 P_." _ w `gg ,,,,. ACT- ------- -------- B- P-1 CSL- P`� 1 L-1.. -1 SC - P_ 1 P_ 'l Pm, 1, L-1 T-1 P_ B- P-1. P-1. P-1 GL -1 ACT -1. E PC, SED, VB -2 P_ 1 P-1 P-1. G Lw-1ACT- 1 ----------------------------------------------------------------- P- -1 P - P-2 P- P-2 , P-1 _... _____ _-_ -- - .` __- -- ----- - --- ---- ----- - ---------------- .--_- - VB -2 P-1 P -1r P-1 P-- 1 � � , - ---------------------------------------- -------------------------------------------------------------------- _,-------- ------------------------------------------------------------------ ..------------------------------------------------------------------ I - ----------- ................................................. WOLF GORDON - �I� W G4087827 ..w PLATINUM -- 54" WILL_ ............ ... VB- 1 P_1 P_1 P-1. ---- P_1 ----------- ----------------------------------------- ACT -1. ------- ------------- WC -2 PT -2 „~ � ,. ,.. - � �. �L 1. .P _ .w - - SII . PT -2 - CSL- CSL- P-1/GL-1. CT -1.. P-1 PT- P- - GL -2 P- I/ L-1. ACT- PT -2 P-1 LTM C - P- P- P- B- P_ 1 P-1 _ P-1 P-% 'd"+ted H - ---- - - ---- 4F B__ P--1 P-1 P-1 P-1. T- P-2/GL-1 - P-1 P-1 P-1 P-1. ACT -1 - .... .......................... ................. ...... PT -2 1.)...1_ 1:1-1 P_ 1 P � 1 °° A 1 S PT- P-1 P-1. _ P-1 P-1, ACME -1 _ Bw P-1 -- ____ P_1 ______ --- -- ______ _____ P_I ------- ----l..---- .............................................................................................................................. P_1. ACT -1 EXPOSED, P- ---------------------------------- _------- __......._..-_...-...-.._...__.........--- .------ .---------------- ______._.--- .----- _______.------ ...-------- ------------ __----------- _ _ _--------- ___------ __ --------------------------- - --- .....-.......................... ....... ...... .... ... .................._.-.....-......--........-....-....... d � 1"1F�� �� L���11'`� V-1 .I,!.......1 C _(��� T.; ia �"J ��11-'L__'. P - VB -2 P-1 P--,1 P-1 P_ 1 - .1 P- VB -2 P-1 P_ 1, P_ 1, ��- . - ACT-- .. P-, -r., P.-1 P-1 P-1. P-1.. C�""L-1. P- -2 P_1 P-1 P-1 P-1 P. EXPOSED, L-1. P-2 P- P.„ Pmt ACT -3 B- I. 1.1 I _ .1.. P 1. Pm 1_ ACT -1 P_ - P-1. P_1. P_1.. P_1 ACT- 1 , -2 P-1 P-1 P-1 P_1. C:�.1... . PT- P-1 P-1 P-1 P_1. ACT -1 P-1 P-1 P-1 P- P-1 EXPOSED, P-4. VT -1 ............- ................. -1 -- -- - -- P-2 - --- --- -- -- - P-2. - --- -- - P- ---- --- - P-2 -- ACT -2 RUBBER WALL BASE VT -1 B-1 PA.. P-2 P- - --_ _........-.............. P-2 ......................................................................... AC T- m_� P, INT P L T I L _.. BENJAMIN MOORE - SATIN LATEX, COLOR. # -66 SNOW HIT E C ROSS ILLE CERAMICS - " 5 MERCURY - 1.. PPo T- IVB -1. P-2 P-2 P-2 P- ACT- ................... __ -- -- Sc- P- - P-2 P-2 EXPOSED, P- WALLS. USE SEMI GLOSS S N DOORS AND TRIM. USE "ECO SPEC ------- -------- -------- ------ -------- ------------- --------- _1111 - ............ -------------------------------- - ----....... .................................. _____ .... ___ ..... .... ___ ---- .. ---- --- I TEF .IOR LATEX PAIN ...1" FOR REDUCED ENVIRONMENTAL IMPACT. E C ROSS I L E CERAMICS S - a 5 MERCURY- 12"X12" SLATE -_------- SC - P-2 P-2 P-2 P-2 , P_ SCP PT-2PANTHEON -2 Pmt P -P P- E PC, SED, I:.� ---- ---- SC --- - -- -- -- --- P-2 --_.. ................... P- - .... ................. -........... P- ----------------------------------------------------------------- P- ---- ------- ----- L�P�� , --........ P_ SC ,- P-2 P-2 P- P-2 I C1 L P_ Pw1� . g> -- - -- f I I j j , --------- T-1 B-1 P-2 P- P- P-2 ACT -2 WC -1 WOLF GORDON - �I� W G4087827 ..w PLATINUM -- 54" WILL_ ............ ... -- - - -- ---- -- - - -- ---- ---- - - _...-_............................--- .--..--111.1.. ------- - --------- ..--------------------------------------- ---- �� .mROSS I LL ECERAMICS - 8 - 8"X8" CROSS TREAD - GROUT --- ----- ----- -- - ---- ------- ------------- WC -2 WOLFGORDON -# W :� 3525983- .m I L L E ISI C,� L�MIDNIGHT - " WIDE 3 SELECTED BY OWNER .......................... . .... ....-- WC -3 LSE IC I TEX -m #PRL- 2,868 - PARALLAX - ISTAN I - 54" WIL - - SII . PT-`� P - 2 PT- Pew - P"�I��- P..I..- P-1 PT - PT - PT - P..1.�.- P...L - PT -2 P-1 LTM C - P- P- P- Pmt E PO E D, P- ..111.1.. ----- --- - - --- - - ---- - - ---- -- -- - - ---- ----11-11.11 ........................... 1 ... 1 ..... --------- I ------- -------- -------- T -1 - ,F. P-2/GL-1 P-2 P- P-2 ACT - L- c 1.1--1 ................. - .... .......................... ................. ...... P- .- ..... ............. .................................... P_,. P- P-2 ACT -3 S - - P- ......... --_ _ _ -- --- -- - ----- - ._ _ -_. P- --- -- -- ---_ _ _ _ _ _ _ _ _ _ _ _- - - P - - - -- ---- - - -- _ _ _ _ _ --- - .- -. _- P-2 ....-......"...................................................... ACT -3 _ S - P- P-2 P-2 P-2 EXPOSED, P- ---------------------------------- _------- __......._..-_...-...-.._...__.........--- .------ .---------------- ______._.--- .----- _______.------ ...-------- ------------ __----------- _ _ _--------- ___------ __ --------------------------- - --- .....-.......................... ....... ...... .... ... .................._.-.....-......--........-....-....... d � 1"1F�� �� L���11'`� V-1 .I,!.......1 C _(��� T.; ia �"J ��11-'L__'. P - ..----- - - - ----_.._......................................................................................................................................._.....................................................-------.............-------------------------------------........ - S , - P- P-2 P- P-2 , P_ C" - P-, P-, P- P- Fm P LL ,P_ C - P- P- . P- P-2 ............................................................ , P_ SC - P-2 P- P.„ Pmt ACT -3 SC - P- P- P- P-2 P_ , 8 8 i - --- - ------ __. __1",1 m.--., -;-__ . -_..,_."......0 ._...__..w- -_. 9 1 Q 11 12 13 8P1.9 �14 15 16 17 � RUBBER WALL BASE FINISH LEGEND STERLING No. � Im.L �T�I I IE.� N w FLOOR F�I FINISHES m_� P, INT P L T I L _.. BENJAMIN MOORE - SATIN LATEX, COLOR. # -66 SNOW HIT E C ROSS ILLE CERAMICS - " 5 MERCURY - 1.. PPo WALLS. USE SEMI GLOSS N DOORS AND _LEEN. USE "ECO SPEC" " � �� � TLC: #934 3 DELOREAN GRAY -1/8" -w 3/1699 ROUT... LINE 111 .r w 111 wR .._ .. ENVIRONMENTAL 1111 O REDUCED INTERIOR �y .�vv_ � y ., ^� g � k � IMPACT. a --------------- LATEX .... ..... ---- --------------------------------------------- ----------------- .................. `--------- . ....................... ------- --- - - - - ..............................---`-...- ----- - - - -- - - --........ .......................................... ...................................................... . ................... __ -- -- -- - - - --------- --- ----------------------.......................... ____..----........._... ............. 1 ... - ................ ------ _-...PT-1 PANTHEON- 10-228P _ MIN LATE , COLOR, #2134-60 WHITESTONE BENJAMI.N MOORE - SATIN ALT TEC. #934 I P:LOP.E, N CSR. - 1/899 ... 3/16" GROUT LINE WALLS. USE SEMI GLOSS S N DOORS AND TRIM. USE "ECO SPEC ------- -------- -------- ------ -------- ------------- --------- _1111 - ............ -------------------------------- - ----....... .................................. _____ .... ___ ..... .... ___ ---- .. ---- --- I TEF .IOR LATEX PAIN ...1" FOR REDUCED ENVIRONMENTAL IMPACT. E C ROSS I L E CERAMICS S - a 5 MERCURY- 12"X12" SLATE -_------- & �"� �'" ., w., _ .3 1111 .. - " m 3/16" L.OREAN GRAY TEC.GROUT - A M ..y.. N OO RESATIN LATEX, A EX « NOR #2066-30 BBLUE BENJAMIN ------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------------------------------- ...--- ..._.------------------- .----------------------------------------------------- ........................ ..__...__.._ --- .-------- _------- .-11_1___1. �� ���,fix >� ������ �� ��AND TRIM. USE COUNTRY �' '„' »�"� PT-2PANTHEON "'10-228S RENO "" .69 T 16g q SLATE - NVIL NME TL OR. REDUCEL ENVIRONMENTAL "ECO SPEC" INTERIOR LA...1L IAI . FOR. ') ALT TECO # 934ELOREAM CRAY --l./8" - 3/16" GROUT LINE IMPACT. ---..------- ._...............................-...-------......-...-_.......................-......................-_......................................_....-------.. _---------------------..._....................:.............11 - __---- - -- ------ -----------...-- ----.--------_------- ,-.. _- - -_-- ___)S I-LL� P41, S -- -CI- : ;EAP� :--l2ii---- . - -F .-F"I-- D...... ----,------------ I:�L VOE - 8 -100 U IGRIP MODIFIED EPDXY I-�LwA RYF LL O T-3 _wm ry �� g E,: % ' �i� :::� ,- E. ..4......�.� -....' ..... -"TA R.. .....N.l-G F..-�...--....m,.- : .".....�.... ./:..... ....... GR... -U ---L. N.E...... -l..l� (11 � ; ¢ � P- APPROVED EQUAL. COLOR TO MATCH P-1 --__ ----- _ ;1111 , , >; 3 :.:'� ------ -----1111, - ... ...................................1--1........_11.-111 1.._- ------ ._................................ -- .... .......... ... _ --- ---- - -- -- - ----- ----- ----- Pw1� . g> -- - -- f I I j j lTL ��, --------- WALL COVERING I CROS ILLE CERAMICS - 2,..,� MERCURY - "X8" ROSS READ � _. _ . ______l----____-- ___m_...._..__........_....................._._..........-_-_.........._.-- __.............._.... � TEC: #934 L ELOREA GRAY m1/8" - 3/16" GROUT LINE WC -1 WOLF GORDON - �I� W G4087827 ..w PLATINUM -- 54" WILL_ ............ ... -- - - -- ---- -- - - -- ---- ---- - - _...-_............................--- .--..--111.1.. ------- - --------- ..--------------------------------------- ---- �� .mROSS I LL ECERAMICS - 8 - 8"X8" CROSS TREAD - GROUT --- ----- ----- -- - ---- ------- ------------- WC -2 WOLFGORDON -# W :� 3525983- .m I L L E ISI C,� L�MIDNIGHT - " WIDE 3 SELECTED BY OWNER .......................... . .... ....-- WC -3 LSE IC I TEX -m #PRL- 2,868 - PARALLAX - ISTAN I - 54" WIL - - SII . WC4 MAHARAM - #397670 - FEC" WALL 1001 -- 162 DOVE C�"RFvr.. m, 54" WIDE SHAW CONTRACT- AVALANCHE 7R752 - 24" CARPET"....I.L..L. ----- - ............................. ......... -1 ......... _..........._.__..---------------_---------------- ------- _--------------------------------- ----------------------------------------------- _-_...----------------------------------------------------------------------------------- .---- ................... - ........ . _........._,-.-.,.,.--_.111_1---,,.--_-..._ --- I- --- __..____,-- ... I----- MILLIKEN CARPET - #06-2045 36" CUSHION CARPET T -IL_ . LTM INSTALL QUARTER TURN. MODULAR R CARPETADHESIVE-100V. -------------------- C-1 KARASTAN CONTRACT- M -_1..1.1-X89 PASCAL SOIREE BROADLOOM. ................................................... 1.... 1111 1111. ,� 1111 SEALER. .. NU -BRC L ADI IL,�I ` AND SEAM SEALED. ______ VINYL COMPOSITION TILE 'T-1. 11 P.M T�RON - AP. : - #57214 PARI LUL - 12"X12 e �_3 -----_ -- ------ _ fir, I LIN G F- L. N .I. S H - .. 1111 . ........ ......................................... ----------- ------ --------- --------- ---........ 1111.. ... .------- --------- --1111.. ......... ......... ... 1111.. ..........11- -------- 1_---------------------------- , -.._............-.......-...............-..........................___.........,_...w......-.......................-.......................................................................-...__...........................-..................................................__......................................-..............-........................ - L- ARMSTRONG - NATURAL CREATIONS - #T2001 OAK LIGHT .............................. ........ ACOUSTICAL PANEL - ARMSTRONG - 1LwF IMA #1.91,1_ BEVELED 36" "PL IC AC1 EG LAR EDGE, FINE TEXTURE WHITE. 24" X 24" WITH 15/16" GRID ------- --------- --------- --------------------- ' ........ ........._----........................................................... -................... .............. .------------------------------- .--------' ------- - ---- -------- --_-'______ - -- - ___- - - -- - - - ____- - -rI � ^ tl E CRE ---------------------------------------------------- ACO1:1.w, LL PANEL ARMSTRONG - DUNEL#1772 SQLAPE _ L I _ w ... FINE TEXTURE WHITE. 24" .4" WITH .15/1.6" GRID. SC SEALED CONCRETE --- -- _ -ACOUSTICAL ------------------------------------- w 1 ALPANEL - �SGSU- HALCYON #882w SQUARE _DGLt ,F- ---------------------------------- _------- __......._..-_...-...-.._...__.........--- .------ .---------------- ______._.--- .----- _______.------ ...-------- ------------ __----------- _ _ _--------- ___------ __ --------------------------- - --- .....-.......................... ....... ...... .... ... .................._.-.....-......--........-....-....... d � 1"1F�� �� L���11'`� V-1 .I,!.......1 C _(��� T.; ia �"J ��11-'L__'. P - ..----- - - - ----_.._......................................................................................................................................._.....................................................-------.............-------------------------------------........ - .w �� r„�w w,,, [P\[ T _., __ .. - 1111. -. _._. _ 1-) -- f --m-YE iL WTN� ' ---4 = -= ------ F\L 1� Tl ,.mm. i /`._�... _:' VB -1 VINYL WALL BASE - P. PPE - #P1,77 TEE!... BI - TV 8P1.9 VB -2 RUBBER WALL BASE - JOHNSONITE - #69 STERLING SILVER _.L WALL. A 'CS ORIES ` --- - -------------------- - ----- ------ --- --- ------ ------ ---- -------- ...........------�-------------------------------------------------------------- -`---------------`---`---.......---_...._---...----- .._.....----------.,_.._-..........._-,..,_ I STAINLESS STEEL EDGING - SCHLUTER SYSTEMS QUADEC-E 9 1 10 1 11 1 12 1 13 1 1 1.111 1 15 1 16 1 17 1' m K L.._11 ___,� 1. AIlT C(L4 SL T -IED 4BE COLOR SATC1-L € f OTHER PAINT MANUFACTURERS AS APPROVED LDNY..E- IE' GF -'NERAL CONTRACT -OR., 2, ;'LOOKING INSTALLERS ARE TO PROVIDE MOISTURE CONTENT TESTING OF THE FI..C-OR SLAB PRIOR TO IE`°,ST3f-1E.L OF ANY ADHESIVES AND/OR EDF:"["TT:NG MATERIALS. RESULTS OF TESTING ARE TO BE REVIEWED By "E'E EE GENERAL CO ERA 1OR E'E'..IO (O ANY lNS1ALLAEIONa. J. BRING Afl1Y FLOORING G SE,. BS f RATE. DEFICIENCIES IE NC",IE S .1.0 "TEAL .4 . .. r V Al 9E..EJ1i:(:�1,1 .�E 'E}-EF...�3E:fdE.E.F�E..f�.�EVi(a�_6 _Et. ANY MODIFICATIONS OR CrORRECTION S THAT NEED TO BE 1 � PE=E�F _ �"i� Enter �JT1..._ E.J� �Ed _.��E�E�E...dYEV ..E WITH i G Wt... FLOORING E3ANU AC;TORE:_R'S REC:OMME:NDll"1_I(:)NS FOR THE PARTICULAR rt Ep ,€_1"JT(3EuEE-R LTATpk�ti4�.�(,M IIEI,14,€{E:f"D i{� E.4P.:, PE��1�k(.�E [.) EiY ��E1ER �fAE iTC)LA MJF ITARL.I_ FINISH SAMPLES TO FSE >I)B�MITTED TO THE C1�J' NER FOR A}=°E RE OVAL. BR'EN E'-fALL.E`l t`UlD .T,ANA'v's AI ITOLA EV1E. ST- (11,1� APPROVE FINISHES. COORDIE'>A-1E WITH E?E_ HAINE . A A l:l (' ft [) 1! AR N r.M Nf 'ta e (N D Y II1I5 if I ( IRE O'' ED 3! A'�L 1Ht 2O [ 1 f C BAKER P 2RI 3 E Rr 1 ( , ^!-R l CRLA G J VI_� L[" AND .�C 4t t�f F I O t '1 vi !Id 01, l l l H r E f f I f '1 Z 7[ ': ( NON O H 1DEA,f, -)F,( , A.. A'�� EIIr Fi. PI �fl,til a Fr. L'Y 11R.D(aCLO TO �NYr R i.,t,f.'.1, '.R C:OR POA ON FOR 3�<'_ 1 U_ ( CASE: �r. _ h_ f [ E"a, Y3T: H 11 .�„ [ '-'ll_ rAJk 2 [ 'P";' f L_�P,1:[ .t11.1 OF PA f f�t E�",r�'S� .�' S F,R.C:Hs _,-.f�_fl-, 11' C. V2AR3,11N�3: "-_PRQ )Ucl:: J0:' ( ([:.R GF IS ,, CRNINAL. .-..dSF UNDER 8 i........._. ; cl5 -., r.. -n 1,,11,1 ,, .. E MAY CC 4. .,. .;..[...... .). SE,. '! _.4 0P,,- i, f)., ,. UfJA f )DL,LE L L.,SUR� �„Y ,�,�Pd�( 1 i F (td F �F t f 11_i,�r�2„f �l��f;ON Tld VIOLA l i..C.7 ...,. .T SFQ_ AN ;i r),I13.R 13"'Iri TH", _.�[.AS, , RZ.tr�G�.:'%[iN f'.S 1VN'D :DCSIGN�. D-lSCI. *,Sl..I.. HEREIN ,,,,,Y BE PATENTED OR BEE Y 1E SUB3,EC'i OF PENDI:IC PA1"L-N f APPUCA' FUN11. kZ.2 \_ - -1--i 02.26.10 OWNER REVISIONS IIA5�09 ISSUED FOR PERM117ING E ......___................. _....................................................w................................................................................................................. D c Architects 7 E_1 -C 1 .7 "I E). 1 CKE 21�l �r� a 189 South Or�ikje Averme Suite 1701 Orlando, Florida 32801. d-07.926.3000 Tel 407.926, 3390 Fax i Ifo(�P�E.)f.'91<c�q-&bifIic)s,{,9orll vy,i�v. burl 3 (-3f bC)'f-i-f';7 x, (,on'3 (7 J. GUI) J 'L/ !l I -1 V �! I. I.4l I.�l.,\J VY lYJ➢.J 1. 1311 A. -v ., aavi+.�+v rr �. r.a..�n+i•-+ .. .� LI/A042 D14/A212 KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM A B c D E F SEE SCHED SEE .SCHED -WIRE GLASS -- p n cn (J ARDOUR PLATES EA. SIDE I -I FOLLOWING CRITERIA: 141A 3'-0" X7' -O" E 129 3'-0" X7'-0" E WOOL, - 1 HOLLOW METAL. P-1 D1IIA042 All/A042 - - - - F. HOLLOW METAL P-2 4 HOLLOW METAL P-2 to III I /A042 - - - - SIDE DURING PERIODS THAT TIIE BUILDING IS OPEN TO THE F E F U7 PR 3'-0" X 7'-0" dT WOOD P-2 4 HOLLOW METAL P-2 H14/A042 HI 1 /A042 _ - - DOUBLE ACTING DOOR 142 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 H1.1/A042 - - - CIO 143 130 Y-0" X7' -O" E WOOD - 1 HOLLOW METAL P-1 DI 1 /A042 Al l /A042 - - - - 144 3'-0" X 7'-0" E IIOLLOW METAL W 3 ITOI.d.,OW METAL � L41A042 H4 -/A042 - 11.15.09 - - 145A 90 E HOLLOW METAL, CEJcn 3 HOLLOW METAL P-2 U H4/A042 131 3'-0" X7' -O" E WOOD - 1 HOLLOW METAL P-1 DI 1 /A042 Al 1 /A042 - - - - H4/Ao42 - --- 1.45C 8'-0" X7'-0" - G COHIN ' 0 TD P-2 _ S'FEEL P-2 AI/A042 D7/A402 DfiLETED - _ / `' � 147A � 3'-0" X7'-0" E L-IOI.,I.OW METAL P-2 3 HOI.�I.,OW METAL P-2 L4/A042 H4/A042 140A 3'-0" X7'-10" B ALUMIGLASS FACTORY T ALUMINUM FACTORY LI/A042 Dl 4/A212 - - - - D7/A402 (7 G 140B 3'-0" X7'-10" B ALUM/GLASS , IF ALUMINUM FACTORY LI/A042 D14/A212 KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM A B c D E F SEE SCHED SEE .SCHED -WIRE GLASS -- p n cn (J ARDOUR PLATES EA. SIDE I -I FOLLOWING CRITERIA: 141A 3'-0" X7' -O" E HOLLOW METAL P-2 3 HOLLOW MET.AI., P-2 LA/A042 p - - � - Cd1 141B Q F. HOLLOW METAL P-2 4 HOLLOW METAL P-2 to III I /A042 - G 140B 3'-0" X7'-10" B ALUM/GLASS , IF ALUMINUM FACTORY LI/A042 D14/A212 KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM A B c D E F SEE SCHED SEE .SCHED -WIRE GLASS -- p n cn (J ARDOUR PLATES EA. SIDE I -I FOLLOWING CRITERIA: 141A 3'-0" X7' -O" E HOLLOW METAL P-2 3 HOLLOW MET.AI., P-2 LA/A042 p - - � - Cd1 141B Q F. HOLLOW METAL P-2 4 HOLLOW METAL P-2 H14/A042 III I /A042 - - - - SIDE DURING PERIODS THAT TIIE BUILDING IS OPEN TO THE F E F U7 PR 3'-0" X 7'-0" dT WOOD G 140B 3'-0" X7'-10" B ALUM/GLASS , IF ALUMINUM FACTORY LI/A042 D14/A212 KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM A B c D E F SEE SCHED SEE .SCHED -WIRE GLASS -- p n cn (J ARDOUR PLATES EA. SIDE I -I FOLLOWING CRITERIA: 141A 3'-0" X7' -O" E HOLLOW METAL P-2 3 HOLLOW MET.AI., P-2 LA/A042 p - - � - UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION 141B Q F. HOLLOW METAL P-2 4 HOLLOW METAL P-2 H14/A042 III I /A042 - - - - SIDE DURING PERIODS THAT TIIE BUILDING IS OPEN TO THE F E F 1410 PR 3'-0" X 7'-0" dT WOOD P-2 4 HOLLOW METAL P-2 H14/A042 HI 1 /A042 _ - - DOUBLE ACTING DOOR 142 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 H1.1/A042 - - - CIO 143 - 3'-0" X7'-0" CIO HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 HI I/A042 - - - - � 144 3'-0" X 7'-0" E IIOLLOW METAL W 3 ITOI.d.,OW METAL � L41A042 H4 -/A042 - 11.15.09 - - 145A 90 E HOLLOW METAL, CEJcn 3 HOLLOW METAL P-2 L4/A042 H4/A042 G HARDWARE NOTES 140B 3'-0" X7'-10" B ALUM/GLASS FACTORY IF ALUMINUM FACTORY LI/A042 D14/A212 KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM A B c D E F SEE SCHED SEE .SCHED -WIRE GLASS -- p n cn (J ARDOUR PLATES EA. SIDE I -I FOLLOWING CRITERIA: 141A 3'-0" X7' -O" E HOLLOW METAL P-2 3 HOLLOW MET.AI., P-2 LA/A042 H4/A042 - - ` - UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION 141B PR 3'-0" X 7'-0" F. HOLLOW METAL P-2 4 HOLLOW METAL P-2 H14/A042 III I /A042 - - - - SIDE DURING PERIODS THAT TIIE BUILDING IS OPEN TO THE F E F 1410 PR 3'-0" X 7'-0" dT WOOD P-2 4 HOLLOW METAL P-2 H14/A042 HI 1 /A042 _ - - DOUBLE ACTING DOOR 142 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 H1.1/A042 - - - - 143 - 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 HI I/A042 - - - - JM 144 3'-0" X 7'-0" E IIOLLOW METAL P-2 3 ITOI.d.,OW METAL P-2 L41A042 H4 -/A042 - 11.15.09 - - 145A 3'-0" X7'-0" E HOLLOW METAL, P-2 3 HOLLOW METAL P-2 L4/A042 H4/A042 D 145B 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 - LA/A042 H4/Ao42 - --- 1.45C 8'-0" X7'-0" - G COHIN ' 0 TD P-2 _ S'FEEL P-2 AI/A042 D7/A402 DfiLETED - _ / `' � 147A � 3'-0" X7'-0" E L-IOI.,I.OW METAL P-2 3 HOI.�I.,OW METAL P-2 L4/A042 H4/A042 - ` - 147B 10'-0" X 12'-0" G COILING OVITD P-2 STEEL P-2 Al/A042 D7/A402 1470 8'-0" X7'-0" G COILING OVITD P-2 - STEEL P-2 Al/A042 D7/A402 - - - - FRAME TYPES 1 SEE SCHED SEE SCHED 2" SEE SCHED 62" 2' 2" 2 2" 2' SEE SCHER C211 _ = CA -- rr� rn cn 2 3 4 10 1 1 12 13 14 l 5 16 1.7 1 E 148A 14813 3'-0" X7' -O" 3'-0" X7'-0" E E HOLLOW METAL HOLIOW METAL P-2 P-2 3 3 HOI.I.,OW METAL HOI.J..OW METAL P-2 P-2 IA/A042 LI4/A042 H4/A042 HI 1/A042 - - - - - - - - - 149A 3'-0" X71-0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 L4/A042 -- H4/A042 - - - - 149B 3'-0" X7'-0" E HOLLOW METAL P-2 3 HOLLOW METAL.. P-2 Ll 44A042 H11/A042 - - - 150A 3'-0" X7'-0" E HOLIOW METAL, P-2 3 HOLLOW METAL P-2 L4/A042 H4/A042 B C, 1.50B 16'-0" X 12'-0" G COILING OVJ-ID P-2 - STEEL P-2 Al/A042 D7/A402 - ` - HIGH SPEED DOORS Z2� 150C 16'-0" X 12'-0" G COILING OVHD P-2 - STEEL P-2 Al/A042 D7/A402 - - HIGH SPEED DOORS 150D 3'-0" X7' -O" E HOLI..OW METAL P-2 3 HOLLOW METAL P-2 Ll4/A042 HI I /A042 _ _ _ - 150E - - 3'-0" X 7'-0" E HOLLOW METAL --_ -_ P-2 3 HOI.J_,OW METAL - P-2 L14/A042 HI 1 /A042 - - - -- 15OF 3'-0" X7'-0" E ITOLLOW METAL P-2 3 HOLLOW METAL - P-2 1-4/A042 H4/A042 - - - - B A --- 150G 16'-0" X 1.2'-0" G COILING GVHD P-2 - STEEL P-2 Al /A042 D7/A402 - - - HIGH SPEED DOORS /2 150H 1.6'-0" X 12'-0" G COILING OVHD P-2 STEEL P-2 Al /A042 D7/A402 - - - HIGH SPEED DOORS l 51 A 3'-0" X7' -O" E HOLLOW METAL, P-2 3 HOLLOW METAL P-2 LA/A042 H4/A042 - - - - 151.8 3'-0" X71-0" E HOLLOW METAL P-2 3 HOLLOW METAL. P-2 L4/A042 H4/A042 152 3'-0" XT -0" E HOLLOW METAL P-2 3 HOLLOW METAL P-2 H14/A042 HI 1 /A042 - - - - 153 - 3'-0" X7' -O" E HOI.J_,OW METAL P-2 3 HOLLOW METAL P-2 H14/A042 HI 1 /A042 154 3'-0" X7'-0" E HOLLOW METAL P-2 R HOLLOW METAL P-2 HI4/A042 HI1/A042 - - - - 155 3'-0" X7'-0" D HOLLOW METAL P-2 3 HOLLOW METAL P-2 L4/A042 H4/A042 - - - - 1.58A 1.2'-0" X 12'-0" G COILING OVHD P-2 - STEEL P-2 AI/A042 D7/A402 -- - - - - 158B 12'-0" X I2'-0" G COILING OVLID P-2 - STEEL P-2 Al/A042 D7/A402 - - - - 3 - 4 - -- __ _ 5 6 7 - $ - -- - - 9 1 -- - .. - -- _ - 2 --. -- — HARDWARE NOTES 1. ALL HARDWARE SHALL MEET ALL LOCAL, STATE, AND NATIONAL CODES, 2, LEVER HANDLES SITAI:LBE USED FOR ALI,DOORS. 3. CONTRACTOR SHALL PREPARE DOORS AS NECESSARY TO RECEIVE HARDWARE SPECIFIED. 4. ALL HARDWARE KEYING TO BE COORDINATED W/ OWNER. 5, LOCK SET FUNCTIONS (UON): LATCH BOLT IS OPERATED BY KEY IN OUTSIDE LEVER OR BYROTATING INSIDE LEVER. INSIDE LEVER IS ALWAYS ACTIVE. 6. DEAD BOLT LOCKS WHERE REQUIRED SHALL BE OPERATED BY A KEY OUTS IDE AND BY A THUMB TURN INSIDE, 7, PER INTERNATIONAL BUILDING CODE SECTION ] 008.1 .3.4, ALL ENTRANCE DOORS IN A MEANS OF EGRESS TO A TENANT SPACE IN A BUSINESS OCCUPANCY ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM IF THE INSTALLATION IS IN ACCORDANCE WITH ALL OF THE FOLLOWING CRITERIA: a.) A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING THE DOORS. THE DOORS SHALL BE ARRANGED TO BE UNLOCKED BY A SIGNAL FROM OR LOSS OF POWER TO THE SENSOR. b.) LOSS OF POWER TO THAT PART OF THE ACCESS CONTROLS YS TEM WHICH LOCKS THE DOORS SIIA11, AUTOMATICALLY UNLOCK THE DOORS. c.) THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCITES VERTICALLY.ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. READY ACCES S .S HALL BE PROVIDED TO THE MANUAL UNLOCKING DEVICE AND THE DEVICE SHALL BE CLEARLY IDENTIFIED BY A SIGN THAT READS "PUSH TO EXIT". WHEN OPERATED, THE MANUAL UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK - INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR A MINIMUM OF 30 SECONDS, d.) ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM, WHERE PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM S YS TEM HAS BEEN RESET, e.) ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, WITERE PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS. THE DOORS SHALL REMAIN UNI.,OCKED UNTIL 7f'IlE FIRE ALARM SYSTEM HAS BEEN RESET. f,) ENTRANCE DOORS IN BUILDINGS WITH A GROUP B OCCUPANCY SHALL NOT BE ,SECURED FROM THE EGRESS SIDE DURING PERIODS THAT TIIE BUILDING IS OPEN TO THE GENERAL PLTBLIC. J 8. FRAME TYPES INDICATED BY A LETTER REFERENCES GLAZING a ELEVATION. IN A211. 9. ALL HARDWARE TO ACCEPT BEST LOCKSETS (FIGURE 8) 10. ALL HARDWARE IS TO BE REVIEWED AND APPROVED BY THE OWNER. COORDINATE WITH RL HAINES I ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESF,NTF,D BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITF,CTS, INC. AND WERE CREATED, EVOLVED, AND DEV'EJOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHAIJ, BE USED BYOR DISCLOSED TO ANY PERSONIFI OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OITMINSPUNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CON9TITIl"I'E':I'RADA, SECRET NIISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SBO. AND OTHER LAWS. THE IDEAS, ARRANC3EMBNTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE TI3F 81JBJHCT OF PENDING PATENT APPLICATION. 061.25.10 EQMT./MIS[. REVISIONS JM JM 2 05.10.10 OWNER COMMENTS JM JM 1 02,26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Dale Revisions / Submissions D. CK. IMIN 1. w�� I =W01 d51 I' I�--`1 i South �J�arr e Avenue Suite 170{ Orlando, Florida 32801 407,926.3000 Tel 407,926.3390 Fax info@bakerbarrios.com www.bakerharrios.com AA0002981. PROJECT NO.: 0903 18.00 A041 I Iq iI '1 hI M L K J I:I G F E I] C f A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5 1 6 7 8 9 10 11 12 1 13 1 14 11 15 1 16 17 P N UV L K J I:I G F Lo Ik, C n A ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESSIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 6" STEEL TUBE 3 0 6.2 5.10 EQMT. / NII S C. CHANGES GROUTED SOLID JM 1 02,26,10 OWNER REVISIONS 1 1.15.09 ISSUED FOR PERMITTING PAIRS OF STEEL GATES No. Date Revisions / Submissions D. CK. SEE DETAILS HEAVY DUTY BOX HINGES 3 REQ'D. PER LEAF I \ I � � 4" 608'-0" 544'-0" 544'-0" 6„ STEEL TUBE STEEL CHANNEL FRAME I I GROUTED SOLID I I I HEAVY DUTY HASP AND I STAPLE EA. SIDE PRECAST WALL CAP STEEL ANGLE DIAGONAL i ON CMU BEYOND BRACING I 8" REINFORCED CMU WALL 8" CMU W/ STUCCO I I FINISH ON INTERIOR AND 3STEEL PLATE 6" STEEL PIPE GROUTED SOLID HEAVY DUTY BOX IS N� ALL EXTERIOR UFACES Sry'1 WELDED TO CHANNEL �\ FILL CORES OF 3 REQ'D. PER LEAF FRAME CMU W/ 640'-0” «�, CONCRETE GROUT STEEL CHANNEL FRAME 1' CORRUGATED PERFORATED METAL DECKING A STEEL ANGLE DI. GONL • orlt" BRACING TOP OF PAVING 3 " x I" STEEL PLATE 6 STEEL TUBE ' WELDED TO CHANNEL GROUTED SOLID 3'-10" 5'-8" 6'-4 272'-0" 272'-0" Ilk k 152'-0 FRAMEIlk CANE BOLTS 18" DIA. CONCRETE FOOTING VCORRUGATED 36'-0" A PERFORATED METAL DECKING 10" SQ. BOTTOM PLATE L1 DUMPSTER PLAN L9 DUMPSTER ELEVATION L14 GATE DETAIL 1/4" 1'-0" 1/4" 1'-011 1/2,1_1,-011 A // / / r /1r r` r // /r �aY / !p=♦ / r'l / ! / !I /,• 6iq '� ! llK I'fI � i ' d ii/if r I!! _1I ;.', ----------------------IIIiIIIIIIiIIIII —•'• —r —. ------- --- /I er 04 0 44 416 'i. l . ,� I I ryR� (rr i7l l (LS•I 1 ,,i•, N" � ! , 'I• "-/ �!-i - I4i rO ro, ,Y p ♦• ♦4 `4 04 •a y4 v� +G> •,�. ` � m lt1•1 +r... /� ` I��_i 1K,l i.Ki rl 1} I / ' r /,; r I! !I//i .Si l•l �, , �. �1 ,1 LJ ,l FE ,,.i _ �•,.,, •�K� # K 7 K Kr M II / /Yi i i fIi/ ti NI!K L>'ul 4I\1 I�/LK/ utuu�•.nni•!. \titLlv f u,la�/ r'' ,11-l _;/,I ._I/ ir,%t ui- -------- . .,.J_.1,. .,,—,,„,,,,,,HJt X•................p........ _.•.......................... ..•._..,, . ........Jk�I yIi .t ,I•' :' —� I, _ sJ: `, -1 t,u'- —K X - K- KeYp -p - "_ - --•, tI i �/'rlfr , / i I�/` '+ i l,/ t!�'3i ,J- I I { I 1 4 l1r It / ifi/i >r/%O J- ,ui S. I AA 7,"N Al ARCHITECTURAL S I TE PLAN 1 " = 5 0, 5 1 6 7 8 9 10 11 12 1 13 1 14 11 15 1 16 17 P N UV L K J I:I G F Lo Ik, C n A Architects 3 21 189 South ran Avenue Suite 1700 Florida 3 80 Orlando,Fl ri 2 1 407.926.3000 Tel 407.926.3390 Fax 1nfo@bakerbarrios.com www, ba kerbarrios.com AA0002981 SITE PLAN PROJECT NO.: 090318.00 A100 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESSIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 0 6.2 5.10 EQMT. / NII S C. CHANGES JM JM 1 02,26,10 OWNER REVISIONS 1 1.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects 3 21 189 South ran Avenue Suite 1700 Florida 3 80 Orlando,Fl ri 2 1 407.926.3000 Tel 407.926.3390 Fax 1nfo@bakerbarrios.com www, ba kerbarrios.com AA0002981 SITE PLAN PROJECT NO.: 090318.00 A100 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAITER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOB DISCLOSED TO ANYPBRSON, FIRM, OR CORPORATION FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS _ARCHITECTS. INC. WARNING: REPRODUCTION HERBOF IS A CRIMINAL OFFBNSE UNDER 18 U.S.C. SEC, 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C,24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 0 6.2 5.10 EQMT. / MISC. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1,15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects ® 3 20?9 189 South an a Avenue Suite te 1700 rl n O a do, Florida 32801 407.926.3 000 Tel 407,926, 3390 Fax info@bakerbarrics.com www.bakerbarrios.com AA0002981 F. COMPOSITE FLOOR PLAN PROJECT NO.: 090318 00 A101 ALL IDEAS, DESIGNS, ARRANGEMENT AND PLANS INDICATED ORREPRESENTEr BY THIS DRAWING ARr: OWNED BY AND THE PkOPER'TY OF BAKER BARRIOS ARCHII-EUS, INC. AND WERE CREPO'ED, EVOLVED, AND DEVELOPED FOR. USE ON AND IN -CONUF ON WIT:H THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGElf"IEN-FS OR PLANS $HALL BE USED BY OR DISCLOSED -TO ANY PERSON, FIRM, OR CORPORA-11ON FOR ANY PURPOSE WHA'FSOEVER WITHOU"f "FHE WRI'FTEN" PERMISSION OF BAKER BARRIOS ARCLI�TTIEUS INC, WARNING; REPRODU MON HEREOF ISACRIMINAI.,OFFENSE CINDER 1.H U.S.C. SEC, 506 UNAUTHORIZED DISCLOSURE MAY CONS"I'll'U"FE TRADE IN VIOLA'1'10,"! OF' .1,C.2,1-2-31- I ET, SEQ. AND OTHER LAWS, THE TINEAS, ARRANGENIENTS: AND DESIGNS DISCLOSED HEREIN MAY BE PA'FENTIED OR BE THE SUBEC;' OF PENDING PATENT APPLICATION. 2 .10.10 OWNER COMMENTS :gym im ----- ...... . --- 02 .26-10 OWNER REVISIONS I SLR 3M 11,15,09 'ISSUED FOR PERMITTING ................. . ..... I I NDate Revisions / Subri-Ossions D. CK. o. I 1894South Ora getAvenue Suite 1700 Orlando, Florida 32801, 407.926.3000 Tel 407.926.3390 Fax info@ bakerbarrios,com www.bakerbarrios,com AA0002981 ,swawwuau,nw�,A•= 5 1,d�swwrY�rmwt+xMww�kra.«uyva+* y... . < , • . .. 4wuac�n+�im+auv Architects r 189 South ra a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926,3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 !I!!.:I,I1!Ii1Ei1jE1iI;1;liETT!11;?s!I1l1311;4;!!E:t ;<'.i::'.i:`;>:"::>..::..?.»; Al DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA SERVICE SHOP FLOOR PLAN PROJECT NO.: 090318.00 A103 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PRO PERTYOF BAKER BARRIOS ARCHITECTS INC. AND WERE CR'EA'TED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANYPERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT TIIE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE CINDER 18 U.S.C. SEC. 506 UNAUTIIORIZE'D DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE S OBJECT OF PENDING PATENT APPLICATION. 3 06.25.10 EQMT. / MISC. CHANGES JM JM a 05.10.10 OWNER COMMENTS JM JM 1 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects r 189 South ra a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926,3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 !I!!.:I,I1!Ii1Ei1jE1iI;1;liETT!11;?s!I1l1311;4;!!E:t ;<'.i::'.i:`;>:"::>..::..?.»; Al DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA SERVICE SHOP FLOOR PLAN PROJECT NO.: 090318.00 A103 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 2 E Architects a 0 3 2M 189 South Ora a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 RL ra z ztz z� 2z kz zx x r DAVID MAUSCHEVROLET 60 RINEHART ROAD SANFORD, FLORIDA MEZZANINE PLAN PROJECT NO.: 090318.00 A104 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT TIM WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-I BT. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 06.25.10 EQMT. / MTSC. CHANGES JM JM 1 02.26.10 OWNER REVISIONS (NEW) JLR JM No. I Date Revisions / Submissions D. I CK. E Architects a 0 3 2M 189 South Ora a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 RL ra z ztz z� 2z kz zx x r DAVID MAUSCHEVROLET 60 RINEHART ROAD SANFORD, FLORIDA MEZZANINE PLAN PROJECT NO.: 090318.00 A104 13 Architects p 3 2019 1 189 South Oran a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 E ROOF PLAN PROJECT NO. 090318.00 A111. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BARER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED 13YOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING; REPRODUCTION HERBOF IS A CRIMINAL OFFENSE UNDER j8777 -375 56 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1,C,24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 06.25.10 EQMT./MISC. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1,15.09 ISSUED FOR PERMITTING No, Date Revisions / Submissions D. CK. Architects p 3 2019 1 189 South Oran a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 E ROOF PLAN PROJECT NO. 090318.00 A111. GENERAL NOTES 1. ELEVATION 100'-0" IS EQUAL TO FINISHED FLOOR ELEVATION INDICATED ON CIVIL DRAWINGS. 2. ALL EXTERIOR WINDOWS AND DOOR SYSTEMS SHALL COMPLY TO SECTION 1609 - WIND LOADS OF THE FLORIDA BUILDING CODE. 3. ALL FERROUS METAL ITEMS EXPOSED TO VIEW, EXCEPT STAINLESS STEEL AND METAL CONTAINING A FACTORYFINAL FINISH, SHALL BE PRIMED AND FINISH PAINTED, COLOR SHALL BE DETERMINED BY THE ARCHITECT. D FINISH LEGEND ACM -1 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRIGHT ALUMINUM METALLIC # TBX-4MM ACM -2 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: # CVB-4MM TO MATCH PMS # 300 ACM -3 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRUSHED HAIRLINE ALUMINUM # HLA-4MM P-1 E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: SNOW WHITE # OC -66 P 2E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: WHITESTONE # 21 34-60 ALL IDEAS, DESIGNS, ARRANGEMEN'T'S AND PLANS INDICATED OR REPRESENTED BYTHIs DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCIIITEC:TS INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PIANS SHAIJ.. BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTFNJ'ERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION IIEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLA'1"ION OF L.C.24-2-31-1 F`L SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS ANT) DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. s 06.25.10 EQMPT./MISC. CHANGES Al 05.10.10 OWNER COMMENTS JM JM 1 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects US' 0 3 2019 189 South\rarlge Avenue Suite 1700 Orlando, Florida 32801. 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, bakerbarrios.com AA0002981 i EXTERIOR ELEVATIONS PROJECT NO.: 090318.00 A201 P N ff L ri J H G F L D 1 C B 1 T.O. PARAPE EL. 28'-0" FIN. FLR, ly EL. 0'- 0" 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 IW �x �U I� 0 0 I �z �x �U f I� W Z z �U I� 0 00 00 0 0 0 . 0 0 0 9.2 IW It �U F� F1 SOUTH EXTERIOR ELEVATION 1/8" = V-0" A" AI ,U IVII IN U IVI U U K I m IN W ALL A 'e �� 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ID Al WEST EXTERIOR ELEVATION 1 2 3 4 ETAL PANEL E r ETAL PANEL P N fui L K J f:l It F E D T. 0. PARAPET EL. 28'-0" PRE -FABRICATED METAL CANOPY C FIN. FLR. EL. 0'- 0" 5 1 6 1 7 1 8 9 10 1 11 1 12 1 1.3 1 14 1 15 1 16 1 17 B A GENERAL NOTES 1 . ELEVATION 100'-0" IS EQUAL TO FINISHED FLOOR ELEVATION INDICATED ON CIVIL DRAWINGS. 2. ALL EXTERIOR WINDOWS AND DOOR SYSTEMS SHALL COMPLY TO SECTION 1 609 - WIND LOADS OF THE FLORIDA BUILDING CODE. 3. ALL FERROUS METAL ITEMS EXPOSED TO VIEW, EXCEPT STAINLESS STEEL AND METAL CONTAINING A FACTORY FINAL FINISH, SHALL BE PRIMED AND FINISH PAINTED. COLOR SHALL BE DETERMINED BY THE ARCHITECT. FINISH LEGEND ACM -1 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRIGHT ALUMINUM METALLIC # TBX-4MM ACM -2 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: # CVB-4MM TO MATCH PMS # 300 ACM -3 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRUSHED HAIRLINE ALUMINUM # HLA-4MM P-1 E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: SNOW WHITE # OC -66 P 2E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: WHITESTONE # 2134-60 ALI' IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THF. PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANYPERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCIIITEC'I'S. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURF MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS.THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTHO OR BE TI4E SUBJECT OF PENDING PATENT APPLICATION. -3 06.25.1.0 EQMT./MISC. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects G 0 3 NAO 189 South Ora a Avenue Suite 1700 Orlando, Florida 32801. 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Il;I:�'tI{I};1:;}!11!111;:i;i111113;?IIiIl139;I�IIIl, DAVID MAUS CHEVROLET 1 160 RINEHART ROAD SANFORD, FLORIDA EXTERIOR ELEVATIONS PROJECT NO.: 090318.00 A202 .. _.. —.... _..... ..L i � � i �I; I ,.. {. 1 II � � i I . i I I a IIII i ,.•; � � Lu i ,.„ rc,L "� " eu Mewlii4-0 I�161r Ir�ImrIN ' GENERAL NOTES 1. ELEVATION 100'-0" IS EQUAL TO FINISHED FLOOR ELEVATION INDICATED ON CIVIL DRAWINGS. 2, ALL EXTERIOR WINDOWS AND DOOR SYSTEMS SHALL COMPLY TO SECTION 1 609 - WIND LOADS OF THE FLORIDA BUILDING CODE. 3. ALL FERROUS METAL ITEMS EXPOSED TO VIEW, EXCEPT STAINLESS STEEL AND METAL CONTAINING A FACTORY FINAL FINISH, SHALL BE PRIMED AND FINISH PAINTED. COLOR SHALL BE DETERMINED BY THE ARCHITECT. FINISH LEGEND ACM -1 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRIGHT ALUMINUM METALLIC # TBX-4MM ACM -2 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: # CVB-4MM TO MATCH PMS # 300 ACM -3 MANUFACTURER: ALCOA ALUCOBOND OR EQUAL COLOR: BRUSHED HAIRLINE ALUMINUM # HLA-4MM P 1 E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: SNOW WHITE # OC -66 P 2E MANUFACTURER: DOW CORNING "ALLGUARD" COLOR: WHITESTONE # 2134-60 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PIANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAK'E'R BARRIOS ARCIIITEC'TS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED'1'0 ANYPERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE. UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTF, TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE, PATENTED OR BE THE SUBJECTOF PENDING PATENTAPPLICATION. 1 02.26,10 OWNER REVISIONS JLR JM 1 1.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. I Architects 189 South Or ng Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926,3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 R.I. HAINES 11;1;0 I I I 11<E;1111 f 11 l:.i:31111 I I I:>w I I III 3.?; 1131 E i< DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA EXTERIOR ELEVATIONS PROJECT NO.: 09031 8.00 A203 1 2 3 4 5 6 7 5. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING 8 9 10 11 i 12 13 OTHERWISE. Q YCW-750 OG OR APPROVED EQUAL. FLORIDA PRODUCT APPROVAL NO. 5485.1 N N H14/A213 IF-- v I" INS ULATED GLAZING PPG N CLEAR TEMPERED GLASS ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS INC. AND WFRE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR d N P N M L 1 'L J H Il G F 2 14 1 15 1 16 1 17 N N N 2 C C ins n�� N N N O M Q 9' -On 3'-2" 2'-11" 2'_11" H11/A213 T 4 E M M 7 H14/A213 C 11/A212 B M O M HIt/A213 M o d. cCn <C r Q M d' Q 9'-9 zL. .. 4'-103 4'-103 " H11/A213 N N 0 SLIDING WINDOW W/ CHECK LEDGE O M Al GLAZING ELEVATION 1/8" = 1'-0" 1 1 2 1 3 ❑0 O 3 RFI 14 N A. 8 I 5'-1" 3'-2" 5'-2" 5'_3 8.. 8 5'-2 1 D14/A212 O 4 H14/A213 o T M Q 9'-7" 3'-2" 3'-2V 3,_21 0 N 3'-4" 4'-6" 4'-6" HI1/A213 9'-4.. 3'-0" 3'-0" 3'-4" 1. ALL GLASS TO BE TEMPERED. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY D11/A212 D11/A212 3. MULLIONS TO ALIGN HORIZONTALLY AND VERTICALLY ACROSS THE BUILDING ELEVATIONS. 4. SEE SPECIFICATIONS FOR GLASS PERFORMANCE REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE STRUCTURAL TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 6. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE INFILTRATION TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 8. ALL FRAMING IS TO BE CLEAR ANODIZED UNLESS NOTED OTHERWISE. Q YCW-750 OG OR APPROVED EQUAL. FLORIDA PRODUCT APPROVAL NO. 5485.1 SIM Sim N H14/A213 IF-- v I" INS ULATED GLAZING PPG AZURIA + SOLARBAN 60 (3) CLEAR CLEAR TEMPERED GLASS ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS INC. AND WFRE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR d UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET_ SEQ. AND OTHER LAWS. TIIE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSF,D HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. �t N 3 �y EQPMT./MISC. CHANGES o JM 2 05.10.10 OWNER COMMENTS D14/A21 JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1 .15.09 ISSUED FOR PERMITTING a [No. Date Revisions / Submissions D. CK. HI1/A213 9'-4.. 3'-0" 3'-0" 3'-4" P 2 I N (I L K if H N D T1 � FAI 4 5 6 7 8 9 10 11 12 13 14 15 16 17 B A GENERAL NOTES 1. ALL GLASS TO BE TEMPERED. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY M 3. MULLIONS TO ALIGN HORIZONTALLY AND VERTICALLY ACROSS THE BUILDING ELEVATIONS. 4. SEE SPECIFICATIONS FOR GLASS PERFORMANCE REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE STRUCTURAL TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 6. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE INFILTRATION TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 8. ALL FRAMING IS TO BE CLEAR ANODIZED UNLESS NOTED OTHERWISE. Q YCW-750 OG OR APPROVED EQUAL. FLORIDA PRODUCT APPROVAL NO. 5485.1 1.0. INTERIOR ALUMINUM STOREFRONT FRAMING SHALL BE YKK-AP N H14/A213 NO. 7606.1 v I" INS ULATED GLAZING PPG AZURIA + SOLARBAN 60 (3) CLEAR CLEAR TEMPERED GLASS ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS INC. AND WFRE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR d UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET_ SEQ. AND OTHER LAWS. TIIE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSF,D HEREIN P 2 I N (I L K if H N D T1 � FAI 4 5 6 7 8 9 10 11 12 13 14 15 16 17 B A GENERAL NOTES 1. ALL GLASS TO BE TEMPERED. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION. 3. MULLIONS TO ALIGN HORIZONTALLY AND VERTICALLY ACROSS THE BUILDING ELEVATIONS. 4. SEE SPECIFICATIONS FOR GLASS PERFORMANCE REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE STRUCTURAL TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 6. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE BUILDING DEPARTMENT THE INFILTRATION TESTING FOR ALL WINDOWS AND DOORS FOR APPROVAL PRIOR TO INSTALLATION. 8. ALL FRAMING IS TO BE CLEAR ANODIZED UNLESS NOTED OTHERWISE. 9. EXTERIOR ALUMINUM CURTAINWALL FRAMING SHALL BE YKK-AP YCW-750 OG OR APPROVED EQUAL. FLORIDA PRODUCT APPROVAL NO. 5485.1 1.0. INTERIOR ALUMINUM STOREFRONT FRAMING SHALL BE YKK-AP YES -40 FS OR APPROVED EQUAL. FLORIDA PRODUCT APPROVAL NO. 7606.1 GLAZING LEGEND I" INS ULATED GLAZING PPG AZURIA + SOLARBAN 60 (3) CLEAR CLEAR TEMPERED GLASS ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS INC. AND WFRE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THF, WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET_ SEQ. AND OTHER LAWS. TIIE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSF,D HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 06.25.10 EQPMT./MISC. CHANGES JM JM 2 05.10.10 OWNER COMMENTS JM JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1 .15.09 ISSUED FOR PERMITTING [No. Date Revisions / Submissions D. CK. Architects 189 Sout 0 nge Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 ELEVATIONS PROJECT NO.: 090318.00 A211 1 2 3 4 5 6 7 s s 1 JI 12 13 14 15 16 17 P t• � 3 ' Al i A403 JOIST BRG JOIST BRG f EL. 120'-0" EL. 120'-0" II I 1, SLOPE /4 . 12 I I SLOPE / : 12 ,4 TOP OF PARAPET 1—'--—F EL, 123'-4" N JOIST BRG EL. 119'-4 " N L -I I i -T I I I I I I I I TOP STEEL EL. 113'-3" 1 I i I I I M , FIN. FL. EL. 100'-0" w. ' i--------1 r -------- n L L L1 BUILDING SECTION - SHOWROOM 1/8" = 1'-0" K K A A402 A405 A401 i � ��, I' A5 d4 TOP CMU A402 A402 J EL. 128'-0" E i dt JOIST BRG 1 SLOPE %": 12" I EL, 126-10" SLOPE %";12" I I fi P F EL. 123'-4" JOIST BRG EL. 120'-6" I I ,4 FIN. FL. H EL. 112-8" I H dt FIN. FL. , EL. 100'-0" I I I . . .. L EL. 9 9'- ES8, 0 01� 0� -� - EIU:5G 0 3 1 G F F F1 BUILDING SECTION SERVICE SHOP 1/8" = 1'-0" E E D D AI A7 _ - A4o1--",\ . . . . . . . . . . . . A401 „ ...' d4 TOP CMU i A13 EL. 128'-0" I ' I A401 JOIST BRG ,.---- r — SLOPE %": 12" TOP JOIST SLOPE a 12" 1' EL. 126-0" I I EL, 121'-9" EL. 123'-4" C I I I I I JOIST BRGZV\ A13 EL. 120'-0" A13 c VA/\� _VV r'° ----TOP CMU ( 1 I EL. 116'-8" ,4 FIN, FL, I I EL. 112-$"�-77\72 B 1 B ,r FIN. FL. I ' EL. 100' 0" "' ...... ........:.. ... . . EL. 100'-0" --------- •__ Q --- -- 0 A A Al BUILDING SECTION - SERVICE SHOP 1/8" = 1'-0" 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 I Architects J 0 3 2019 189South ae Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, ba kerbarrios.com AA0002981 ��HAINES ,DAVID MAUS CHEVROLET 60 RINEHART ROAD SANFORD, FLORIDA BUILDING S ECTI ON PROJECT NO.: 090318.00 A301 ALL IbEAS, DESIdN5, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWINd ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC, 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION, 3 0 6.2 5.10 EQMT. / MI S C. CHANGES JM JM 1 02,26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No, Date Revisions / Submissions D. CK. Architects J 0 3 2019 189South ae Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, ba kerbarrios.com AA0002981 ��HAINES ,DAVID MAUS CHEVROLET 60 RINEHART ROAD SANFORD, FLORIDA BUILDING S ECTI ON PROJECT NO.: 090318.00 A301 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC, 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 4 5 6 7 s --- y 10 L> 12 13 14 15 16 17 SINGLE PLY ROOFING FLASHING PLY —� METAL COPING CAP 3 06.25.10 P JM JM t RIGID ROOFING SINGLE PLY ROOFING JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. INSULATION F METAL COPING CAP RIGID ROOFING INSULATION ELASTOMERIC COATING ON 3 COAT CEMENT PLASTER j TOP CMU — _ _ _ _ SOP CMU EL, 128'-0° EL, 128'-0" _ _ _ N III; 4 L' 8" CMU 1 Q N ,4 JOIST BRG — — — — — EL. 126-5" FLASHING REGLET JOIST BRG ' — — — — — EL. 126-0" FLASHING PLY FLASHING PLY M SINGLE PLY ROOFING SINGLE PLY ROOFING METAL COPING CAP M RIGID ROOFING RIGID ROOFING INSULATION INSULATION METAL ROOF DEC ELASTOMERIC COATING ON 3 COAT RE; STRUCTURAL CEMENT PLASTER _ _ _ _ _ ,� TOP PARAPET EL. 123'-4" STEEL JOIST RE;STRUCTURAL L ELASTOMERIC COATING ON 3 COAT CEMENT PLASTER L 8 " CMU 8" CMU d4 JOIST BRG _ — — EL. 120-0" — — � JOIST BRG d K PREFABRICATED ALUMINUM _ — — — — EL. 120-0" CANOPY HANGER K FLASHING REGLET FLASHING PLY J J METAL ROOF DECK RE: STRUCTURAL A PREFABRICATED ALUMINUM CANOPY STEEL JOISTS RE: STRUCTURAL CONCRETE SLAB CONCRETE SLAB METAL ROOF DECK ,4 JOIST BEARING RE: STRUCTURAL RE:5TRUCTURAL RE: STRUCTURAL EL, 115-0" H METAL FLOOR DEC C METAL FLOOR DECK STEEL JOISTS RE: STRUCTURAL RE: STRUCTURAL RE: STRUCTURAL H FIN. FL. EL. 112-8" AFI N. FL. _ — — — — SUSPENDED SUSPENDED 4 EL. 112-8" a ; °; a •Q: ° ACOUSTICAL CEILING ACOUSTICAL CEILING G G A F STEEL JOIST STEEL JOIST RE; STRUCTURAL RE:STRUCTURAL F 8" CMU 8" CMU HOLLOW METAL DOOR AND FRAME RE: SCHEDULE E E D D CONCRETE SLAB CONCRETE SLAB RE: STRUCTURAL RE: STRUCTURAL Q CONCRETE SLAB RE: STRUCTURAL 1 A C PAVING RE: CIVIL ---�.�,� AA C FIN, FL. gh EL. 100'-0" — _ _ ° >. IN. FL. _ _ EL. 100'-0" b p. p' FIN. FL. A A p D EL. 10 O O p A D VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER B p. D A p p L A A Al WALL SECTION A7 WALL SECTION A13 WALL SECTION 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 1 2 3 4 5 1 6 7 8 1 9 1 10 11 12 13 14 1 15 1 16 17 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC, 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 06.25.10 EQMT./MISC. CHANGES JM JM t 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects ' 0 3 2019 189 South Ora ge venue Suite 1700 Orlando, Florida 32801 407.9263000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 1 2 3 4 5 6 7 8 19 10 11 12 113 14 15 16 17 1 P F METAL COPING CAP FLASHING PLY SINGLE PLY ROOFING ,4 TOP CMU EL. 123'-4" N ''I IJI',1 RIGID ROOFING INSULATION N 1111 FLASHING PLY METAL ROOF DECK METAL COPING CAP M RE: STRUCTURAL SINGLE PLY ROOFING SINGLE PLY ROOM NO N RIGID ROOFING RIGID ROOFING STEEL JOIST INSULATION INSULATION TOP CMU EL. 123' 4" +11, RE: STRUCTURAL ; U L ELASTOMERIC COATING L ON 3 COAT CEMENT PLAS TSR d4 JOIST BRG EL, 121-4"" JOIST BRG JOIST BRG EL. 120-2 112"" - - r EL. 120-2 1/211-11 K K FLASHING PLY METAL ROOF DECK METAL ROOF DECK RE: STRUCTURAL METAL COPING CAP SINGLE PLY ROOFING STEEL JOIST STEEL JOIST J RE: STRUCTURAL RE: STRUCTURAL RIGID ROOFING _ _ _d4 TOP CMU J 8" CMU INSULATION EL. 116-8" U +u ELASTOMERIC COATING 8" CMU ON 3 COAT CEMENT PLASTER • _ _ _ �„ JOIST BRG H EL. 114-8" H COMPOSITE FLOOR DECK 8 CMU Q RE: STRUCTURAL METAL ROOF DECK RE:STRUCTURAL STEEL JOIST RE: STRUCTURAL G G a, CONCRETE BEAM RE: STRUCTURAL STEEL JOIST RE: STRUCTURAL ELASTOMERIC COATING ON 3 COAT CEMENT PLASTER a; F F CEMENT PLASTER SOFFIT OVER 5/" EXT GRADE GYP 8" CMU S HEATHI NO E E A Z L3\ D D SEALANT AND BACKER SEALANT AND BACKERR ROD OD CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB PAVING RE: CIVIL CONCRETE SLAB C RE: STRUCTURAL RE: STRUCTURAL RE: STRUCTURAL RE; STRUCTURAL PAVING RE: CIVIL C d4 FIN. FL, d4 FIN. FL. EL. 100'-0" EL. 100'-0" FIN, FL. FIN. FL. a'D a EL. 100'-011 B' r; u a• 1 —n e a EL. 10 0 0 p y VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER B B Q.. D ° , D D , CONCRETE FOOTING RE: STRUCTURAL A A Al WALL SECTION A5 WALL SECTION A9 WALL SECTION A13 WALL SECTION PAW FE: HNQ 3/4" = 1'-0" 3/4" = 1'-0" 3/4" 1 2 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANYPERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1,C.24 -Z-3 1-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 0 6.2 5.10 EQMT. / NII S C. CHANGES JM I JM 1 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects 189 South an Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407,926.3390 Fax info@bakerbarrios.com www.aerarrios.com AA0002981 WALL -SECTIONS PROJECT NO.: 090318.00 A402 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 P I ALUMINUM COMPOSITE PANEL (ACM -2) COMPOSITE PANEL CLIP FASTER EXTEND FLASHING PLY SEALANT AND UP AND OVER PARAPET BACKER ROD FRAMING N t TOP PARAPET �' EL. 128'-0" WEATHER BARRIER M GYPSUM SHEATHING GYPSUM SHEATHING M ALUMINUM COMPOSITE t PANEL (ACM -3) FLASHING PLY FLASHING PLY COMPOSITE PANEL FLASHING PLY TOP PARAPET SINGLE PLY ROOFING 6" METAL STUD FRAMING CLIP FASTER EL. 123'-4" SINGLE PLY ROOFING @ 16" O.C. TOP PARAPET EL. 123'-4" 5/8" GYPSUM SHEATHING 6" METAL STUD FRAMING # RIGID ROOFING RIGID ROOFING L @16 O.C, INSULATION INSULATION SEALANT AND SINGLE PLY ROOFING METAL FRAMING BRACE BACKER ROD GYPSUM S HEATHING i L RIGID ROOFING ` INSULATION ALUMINUM COMPOSITE _ PANEL (ACM -3) e COMPOSITE PANEL 11 IF III 111 1111 FFF!j 11 CLIP FASTER ! K ,4 JOIST BR G SEALANT AND Q EL. 126-0" BACKER ROD JOIST BRG K, METAL ROOF DECK TEL. 119-4" E: RSTRUCTURAL SEALANT AND STEEL JOIST BACKER ROD ALUMINUM COMPOSITE RE: STRUCTURAL METAL ROOF DECK PANEL (ACM -1) RE: STRUCTURALBEAM ._ 6" METAL STUD FRAMING METAL RO DE J # REE STRUCTURAL @16" O.C. RE: ST CTU J SEALANT AND ST JOIST SEALANT AND BACKER ROD :STRUCTURAL BACKER ROD METAL BRACING ALUMINUM COMPOSITE PANEL ( ACM- 3 ) STEEL BEAM RE; STRUCTURAL WEATHER BARRIER SUSPENDED ACOUSTICAL WEATHER BARRIER CEILING SEALANT AND SUSPENDED ACOUSTICAL H BACKER ROD CEILING GYPSUM SHEATHING 5/8" GYPSUM BOARD ALUMINUM COMPOSITE H PANEL (ACM -2) 518" GYPSUM BOARD �� 3 518" METAL FRAMING ALUMINUM COMPOSITE��� 3 5/8" METAL FRAMING @ 16" O.C. PANEL (ACM -3) i @16" O.C. BATT INSULATION FIN. FL. BATT INSULATION EL. 112-8" 6" METAL FRAMING @16" O.C, 6" METAL FRAMING G @16" O.C. t • e G STEEL TUBE # SEALANT AND RE: STRUCTURAL SEALANT AND STEEL TUBE BACKER ROD BACKER ROD RE: STRUCTURAL SEALANT AND i BACKER ROD STEEL ANGLE FRAMING TEXTURED COATING i RE: STRUCTURAL ON 5l8" GYPSUM SHEATHING • i ! ALUMINUM CURTAINWALL TEXTURED COATING ALUMINUM CURTAINWALL RE; GLAZING ELEVATIONS TEXTURED COATING F 1 518" METAL FRAMING ON 5/8" GYPSUM SHEATHING @ 24" O.C. RE; GLAZING ELEVATIONS ON 5/8" GYPSUM SHEATHING j j F STEEL TUBE 1 5/S" METAL FRAMING 3 5 / 8 " METAL FRAMING RE: STRUCTURAL @ 24" O.C. i @ 24" 0,C. BRACE FOR UPLIFT # SOFFIT VENT 1 5l8" METAL FRAMING 3 5 / 8 " METAL FRAMING @ 24" O.C. @ 24" O.C. BRACE FOR UPLIFT I # 3 5/8" METAL FRAMING E @ 24" O.C. BRACE FOR UPLIFT j E i I i EXPANSION JOINT i D AND SEALANT i • D E PAVING RE: CIVIL CONCRETE SLAB PAVING RE: CIVIL RE: STRUCTURAL i # CONCRETE SLAB RE:STRUCTURAL C i C i .4 FIN. FL. i EL. 100'-0" n d p a d d dFIN. FL. a' g A EL. 100'-0" i a" d Via' • :d ' i d ...4 a, VAPOR BARRIER d p. VAPOR BARRIER ° d B i 2 i A Al WALL S ECTI ON A5 WALL S ECTI ON A A13 WALL SECTION 1 2 3 4 1 5 1 6 7 8 9 1 10 11 12 13 3/4 114 15 1 16 1 17 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BASER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED 13YOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BARER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET NQS APPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 0 6.2 5.10 EQMT. / NII S C. CHANGES JM JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects 9032M It 189 South ra ge Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, bakerbarrios.com AA0002981 WALL S ECTI GINS ECT NO.: )0318.00 A403 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 WALL FINISH SEE PLANS METAL., FRAMING --------------------------- - - -- - -------- - -- --- ------ ---- - --- --- - ---- - --------- T ----------- -------- ----------- ----------- I -------- ... p-- -- -------- ......... 4=�........ _C �-2 it I" ir 7 CW ...... ........... 111-114-111.1111 . ........ L ------ t11-111. ....... ............ ------------------ ---------------- (:P:r - =2�— ................... ............. ......... ......... --------------------------------------------------------------------- -- - - ---- ------------------- .............. ... L.."t ....... -------- ----------- - -- ) ------------ .......... i ------------ --------------- it t i ii 77n- i it ........ GM� CP=T-2-)— — J_N ....... .. t,_ ------------ ji 3 (2) 2 x 6 FU WOOD BLOCKING FLOOR TO CEILING. BLOCKING TO BE CENTERED ON ALI- "I"OILE-1" PARTITIONS FOR Al 1"ACHMEN"I". Mmi "M ELEVAT14"N U U WOMEN ROOM ELEVATION M6 WO"MEN'S Row"`OM ELEVA 110N M10 WOMEN b RUU M 13 PARTITH"N BL"CKING DETAIL ------ ------------------------------------------- 1/4" V-0" 1/4" 1'-0"_ 1/4" V-011lf-01" WALL FINISH METAL FRAMING SEE PLANS ----------------------- --------- - ----------- ----------- ----------- ------------ I --------------- ---------- ............ ------------ .......... ......... -- - ----- - -- ......... .--- -------------------- . . . . . . ... . . . . . . . . . . . F - - - - - - - - - - - - - - - - ........... L L ---- ---- 1. ... ........ --t 1 . -------- --------- .. .. . . 4 . . .4— ............... ..T ................. L_j - ---- ------- ........................................ WA- - - - - - - - - - - - - - ----------- WA-1 - --------- ----------- - ....... ........... t. ------------ -------------------- -------------- --------- - ----- ------------------------------------- - --------- . ........ I . ........ .......... .... .... ED A PT-2.i VVA WA- I - - - - - - - - - - - - - - - - - - - WOOD PT-2 2 x 12 FRI BLOCKING. BLOCKING TO BE PROVII)E[) AT ALL ACCESSORIES AS K REC. ------------------------- ----- -------------------- - --------------- - - ----------------------------- ---------- K1 MEN ROOM ELEVAT10"N K6 MEN'S ROOM ELEVATION K10 MEN'S ROOM ELEVATION K13 TYPICAL BLOCKING DETAIL 1/ 4 1'- 0 1/ 4 V- 0 11AII 11-0 V 3 V- 0 A� t Olt 3'- 2t-10't L -- - - - - - ------- . ........ . ....... . . ........ ...... , . . . . . . . . . . ... . ... .... .. NAPKIN DISPOSAL AND .. ....... ........... TOILET TISSUE DISPENSER ............ .......... ....... .... ............. WATER CLOSET (OPPOSITE WALLS) ------------ --------------------------------------------------------------------------------- ----------- ------------------ ........................................... .. ...... .. --------- - - --------- - --------- - -------- ------ H H - - - - - - ----------- ------ .2 =Pf-.2 0 -- ------ -- -- - - - ---- - - ................. ................ - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ....... ................... ............... 0 0 -------------- --- - ----------------------- L_J] - ---- - ---- - ---- lk, F G G 0 t2j COUNTER TOP, 0....--'......... .. .............. �%__ KIOA A-501. I 0 URINAL SINK AND MIRROR J --------------------------------------------------------- ---------------------------------- ------------- ........... ................................................ 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V-6 00 10 - - - -- ------- - -------------- -- --- -- . .. ...................... 103t 0 0 L* L* ............................... N 015 ( ..... ...... ................... ...................... 0 ryS ............. ............ .. . .. ..... . .. . ...... . ...... .............. ..... . ....... . . ......... 0 D D HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE Bf WATER CLOSET WATER CLOSET -4 6 t 4!-11" 21-8t' 3l-Olf I.?-6'f it; ........... ...................... ............................................................ .... ............... ------------ ------------- ..... e ---- - ----------- - ----------- _/ --------- -------- - - - ------------ ;Ir --- - - ---------- .......................................................... -------------- - ---------- ----- --- -- - -------- ----- ----- -- - - - --- ---- --- ------------------------ ------------------------------ A V-4" 4?-21! 11-611 ............. ..................... 7 6 ........... 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ACCESS, NAPKIN DISPOSAL HANDICAPPED ACCESSIBLE 3 AND TOILET TISSUE DISPENSER WALL MOUNTED LAVATORY 7 - - - - - --------- - G12 C 41() 2 I - -------------- -------- GJ.O 1.0 A-901-- B B A ............ /�.. Z_1\ .................. .................... BUBBLER s.............. 0 Fn .. ............ tv . . ......... 7v-01l ................................................ .............. ...................................... ..................................... ............ HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE DRINKING FOUNTAIN P. T. DISPENSER & RECEPTACLE A A ----------------- ------------ ---- . ........................ ................. ......................... ............. ------------------------------------------------------------------------------------------------------ --------------- - --------- ---------- ------------------------------- - -------- T J v J, BL-_ - - -- ----- --- -- - ------- - - ---- �0: 04 0 DO Al Al TOILET ROOM PLAN 'Am 110 TOILET Ru" 0 M at") L 'Am N A15 MOUNTING HEIGHTS 11-01f NTS 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 10 11, T_ 12 13 14 15 1 16 17 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENT,-[.) BY T f -HS DRAWING ARE OWNED BY AND "HE PRi - 'PER' Y C OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROjECT', NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERS30 N, FIRM, OR CO.R."%UF;ATION FO.R ANY PURPOSE WHATSOEVER V;,"ITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE OINIDER IS U.S". SEC, 506 UNAU7HORIZE-D DISCLOSUREMAY CONS7 ITUTE 7RADE SECRETMISAPPROPRIA'NON IN VlOLATION OF 1-C,24-2-31-1. ET, SE Q. AND OTHER LAWS. THE TIDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUB3ECT OF PENDING PA1'E_N7 APPLICAITON. 05..0.0 OWNER COMMENTS 02.26.10 OWNER REVISIONS 11,15.09 ISSUED FOR PERMITTING No, I Date Revisions / Submissions D. I CK, 189 South Or3ng% Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bak.e.rbarrios.com www.bakerbarrios.coni AA0002981 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 P I EPDXY PAINT THIS WALL LOCKERS BY OWNER ........ :..,...i.:... x.....1..,....... ,...>................................ :. , ! i I E t --(FF--2 i r i E i i tt , _,...... - .,,,,,...._._t_ —_t ;- g , �., .,......i .x .............. s ! 1\ 1 i ; WA -1 WA 1 ! PT -2 3'-0" 1'-10" 1'-10" 3'_0" 1'-101, 5'_0" ]'-3" 7'-4" CIA M M M4 MEN'S ELEVATION M7 MEN'S ELEVATION M9 MEN'S LOCKER ELEVATION M13 MEN'S LOCKER CKER ELEVATION L L EPDXY PAINT THIS WALL , _ I ,_•_ PT 2 , LOCKERS BY OWNER NER i , ! K i,,....,.1,,,.. ; e .,.. ` .,.,.., K 3 ; i i ,.s ........_ 5'-0" CLR J J J9 WOMEN'S LOCKER ELEVATION J13 WOMEN'S LOCKER ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" H H 20'-0" F-8" J. G M ----i G LOCKERS BY OWNER 3 8 o I J9 As02 0 o0 7 I J13 F7. 4.. � 1 00 Q F 0 1 2 M9 a M13 h5o2 a E 0? E o cn 7 00 0 r• - N 2'_6" 1'-9" M4 01 6'-8" D 01 e502 Ll �o S 8 5 8 D M7 0 4 _y" 2�_7�� WATER FOUNTAIN, SEE PLUMBING DWG 6'-8" V_4„ C Co LOCKERS BY OWNER C B B RF1 # 12 PROVIDED ADDITIONAL DIMENSIONS A A A13 LOCKER ROOM PLAN 1 2 3 4 5 1 6 1 7 1 8 9 1 10 11 12 13 1 14 1 15 1 16 17 TOILET ACCESSORIES TAG DESCRIPTION ❑ 3 6 " LONG GRAB BAR ❑ 4 2 " LONG GRAB BAR 0 PAPER TOWEL DIS PENS ER/ WASTE RECEPT. - RECESSED MOUNTED ❑CLAS S IC S ERIES RECES S ED PAPER TOWEL 4 DISPENSER/WASTE RECEPTACLE s SOAP DISPENSER ER_ SURFACE MOUNTED 0 COUNTERTOP SOAP DISPENSER 7 SURFACE TOILET O LET TISSUE DISPENSER a❑ S TAI NLES S STEEL FRAMED MIRROR (24"X42") Architects G 0 3 21M1 189 South Or g venue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926,3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Lw �.�`, t:i, � �iClt.�,''?:t � �'17�Y':rke:2.�'4§?;,^ ?::�i�i'.�1..,•., ? '' °:�i:�"',•,�,i�s#ti' i DAVID MAUS CHEVROLET 1 160 RINEHART ROAD SANFORD, FLORIDA 1 LOCKER ROOM PLAN PROJECT NO.: 090318.00 A502 F- ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY'I'HIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CRh;A'1'ED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH TIIE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMEN'T'S OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE TENDER 18 U.S.C. SEC'. 506 UNAUTHORIZED DISCLOSURE MAYCONSTITUTE'I"RADE SECRET MISAPPROPRIATION IN VIOLA'], ION OF I.C.24-2-31-1 ET. SF,Q. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCI.DSED HEREIN MAYBE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 3 0 6.2 5.10 EQPMT. / MTS C. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM 1 1.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. _f K, Architects G 0 3 21M1 189 South Or g venue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926,3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Lw �.�`, t:i, � �iClt.�,''?:t � �'17�Y':rke:2.�'4§?;,^ ?::�i�i'.�1..,•., ? '' °:�i:�"',•,�,i�s#ti' i DAVID MAUS CHEVROLET 1 160 RINEHART ROAD SANFORD, FLORIDA 1 LOCKER ROOM PLAN PROJECT NO.: 090318.00 A502 P N UT L K J W G F E C V 1 I 2 I 3 I 4 I 5 I 6 I 7 1001 14 I 15 I 16 I 17 1 2 3 7 8 9 1 10 11 12 L,III I 13 14 1 15 1 16 1 17 P N a L 04 J H M FA E IC C ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON; FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION, 1%" STEEL HANDRAIL, PAINTED CONCRETE- FILLED, 3 0 6.2 5.10 EQMT. / NII S C. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM METAL PAN STAIR ISSUED FOR PERMITTING No. I Date Revisions / Submissions D. CK. METAL GUARDRAIL, PAINTED e sn _ n N N N Z M8 ELEVATOR PLAN M14 STAIR SECTION 1/4" = 1'-0„ 1/4" = 1'-0" E STEEL GUARDRAIL, PAINTED M14 STEEL GUARDRAIL, PAINTED GUARDRAIL AT MEZZANINE, CONCRETE -FILLED, METAL Aso3 DASHED FOR CLARITY PAN STAIR 1'-111 13'- 11/2 " 4'- 0 cc; ':}}.i_ „=cr c;: "I i�;Z�;t: 14T ®11.25' --- } ................. ,i„ .i.. i, ' }i.`:::, „�.:' . ... ....,•....................:. tl A503 II LINE OF FLOOR ABOVE III 1%" STEEL HANDRAIL, A PAINTED F------- ____ ____ __ _ 1 iv --------------------7 r------- CONCRETE -FILLED, METAL I it = PAN STAIR i it 0o I I I I I I 11 in aU II E" 3/" STEEL PICKETS, PAINTED 1/2 STEEL GUARDRAIL, Ud I I PAINTED 00 � i i I LINE OF WALL BELOW —1• � � o N � I I ,M I I I I - - - - - - - - - - - 3 Z GS S TAI R S ECTI ON G14 STAIR PLAN 1/4" = 1'-0" C 4f g, METAL GUARDRAIL, PAINTED GUARDRAIL AT MEZZANINE, DASHED FOR CLARITY LINE OF FLOOR ABOVE ........................... ................................... • ! Ii ii li :.'��................... ',li.� i i � • ;i •• } •I ..•; 'i�_• -___-- __= Ii�� �� }jt�• ti 31,± :, ; ? � I� } 1' ti � \N H I , %} jji \ � ! } � i 3 7 •i � d' H @ III ..„}..... � i � °' III ...................... III II CONCRETE -FILLED, METAL 1%” STEEL HANDRAIL, I PAN STAIR PAINTED III I III CONCRETE -FILLED, METAL PAN STAIR I z ISI NAl: o I 3/" STEEL PICKETS, PAINTED III 1%" STEEL GUARDRAIL, r ISI PAINTED Ilj CU ill x 1 Ali - i11 STEEL GUARDRAIL, PAINTED N e I I I I I I o � III ----- ___- L---_____—_� II III I I I �I� I - O III STEEL HANDRAIL, PAINTED A8 AS03 z A4 ELEVATOR SECTION A8 S TAI R S ECTI ON A14 STAIR PLAN 1/4" = 1'-0" 1/4" = 1'-0" 1 2 3 7 8 9 1 10 11 12 L,III I 13 14 1 15 1 16 1 17 P N a L 04 J H M FA E IC C 0 3 2M9 i 189 South ©ran a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com Www. bakerbarrios.com - Architects AA0002981 B l:I:llljl.I,}}.I}}!}F1}}}]}ltlJ#E�IIII.I:iallll;4;1', DAVID MAUS CHEVROLET 0 E T 1 ELEVATOR AND STAIR PLANS A AND DETAILS PROJECT NO.: 090318.00 A503 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON; FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION, 3 0 6.2 5.10 EQMT. / NII S C. CHANGES JM JM 1 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. I Date Revisions / Submissions D. CK. 0 3 2M9 i 189 South ©ran a Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com Www. bakerbarrios.com - Architects AA0002981 B l:I:llljl.I,}}.I}}!}F1}}}]}ltlJ#E�IIII.I:iallll;4;1', DAVID MAUS CHEVROLET 0 E T 1 ELEVATOR AND STAIR PLANS A AND DETAILS PROJECT NO.: 090318.00 A503 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 P -- ----------------- ......................... .... 74 — - - - - - - - - - - K rA �13 . ......... ---------- 00 A511 -------------------- . . . . . . . -- -- ------ ----- ---- ---------------- ------------------ ---------------------------------------- ... ... . .. ...... .. SWING GATE . ............. 19f, I 919, -1 I— I ----- — ------ — ------ - - I ---------- --- ........ . — -- ---------- J_ 411- ------ - ------ T - ----- N ............ . --- ---- -- - -- --- - - ------- - ------------------ ------- --------------------------------- ----------------------------- --------------------- ........................ ------- -- - - - ----- - ----- --------------- ----------------- ----- -------------------- N .......... 101-011I )7I4 6-9" 6'-6y2" 6'-21 6'-6" ............................. ...................................................... ............................................................. ,e . ...... . .. . .... ..... ....... . ................. ------------ ;11 .......... . . . . ...... ........ . ...... . ............ 13� A9 I/ A9 A51 I A51,1 M ------ -- ------------ ----------------- mi CUSTOMER LOUNGE MILLWORK MS CASHIER MILLWORK M9 CASHIER MILLWORK M 13 WHOLESALE PARTS MILLWORK 1/4" V_wl 1/4" V-0" 1/ 4 V- 0 1/4" V-0" ----------- L L 1% ES A511 A511 A511 --------------- ----------------------- / --------------------- -............... ... E9 CF A511 A13 SWING GATE N, A511 I F K Em --------------------- ----------- - ----------- j 0 0 / -- ---- - ---- ---- -- . .. . .... ... N, ------------- 6m ---------------------------- 6, 1 2'- .............. ................ . . ...................................... 2'--6" ............ -Ir . ..................... 91-011 4'-5" Al A511 Al A511 -- ----------------------- ----------- - ------------------ ---- ---------------- - - ---- BREAK ROOM is GENERAL MANAGER MILLWORK 39 TECH PARTS MILLWORK 313 RETAIL MILLWORK 1/4" V-0tw 1/4" V-0" 1/4" V-0" 1/4" V-0" H 2 x 8 FRT WOOD BLOCKING 9'-6" H 2 X 8 FRTWOOD BLOCKING 'FOP AND BOTTOM IN WALLTYPICAL 2 x 8 FR�T WOOD BLOCKING "41 TOP AND BOTTOM IN WALLI'YPICAL IX4 CONTINUOUS WOOD BLOCKING, 'TOP AND BOTTOM IN WALL TYPICAL 01 TYPICAL IMM7. ................................. GROMMETED CORD DROP 3/4 -Olt PLYWOOD WITH PLASTIC .......... ........... ....................... 3/4" PLYWOOD WITH PLASTIC LAMINATE ON ALL EXPOSED LAMINATE ON ALL EXPOSED Z-1" 3/4" EXTERIOR GRADE PLYWOOD ------------- ------- ---- - --------- SURFACES, TYPICAL SURFACES, TYPICAL .......................................................... .. ..................... WITH PLASTIC LAMINATE ON ALL i. EXPOSED SURFACES BALANCE SHEE'l A13 G A511 3/4" PLYWOOD SHELF WITH PLASTIC G 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON ALL SURFACES t LAMINATE ON BOTH FACES AND ALL % iris! i�_ 414 - if - -- - ---- EXPOSED EDGES 2" RADIUS 3/4" PLYWOOD DOOR WITH PLASTIC ........... ..................... G13 RETAIL MILLWORK LAMINATE ON BOTH FACES AND ALL EXPOSED EDGES N. --------- -------------------- t IX4 CONTINUOUS WOOD BLOCKING, 1/4" V-0" W t TYPICAL 91, 6" 1/2" PLYWOOD BACKBOARD WITH BASE CABINET BEYOND EXTEND > HOLES FOR AD3USTABLE SHELF 04 PLASTIC LAMINATE ON ALL EXPOSED END PANEL TO WALL AND SEAL ALL SURFACES SUPPORTS, 32mm OC zu, GAPS --------------- -t-- 1/2" PLYWOOD BACKBOARD WITH F PLASTIC LAMINATE ON ALL EXPOSED PULL, TYPICAL 3/4" EXTERIOR GRADE PLYWOOD F SURFACES 13'43'l SUPPORT BRACKET WITH PLASTIC PULL, TYPICAL LAMINATE ON ALL EXPOSED SURFACES LIGHT VALANCE WHERE INDICATED ON INTERIOR ELEVATIONS IX4 CONTINUOUS WOOD BLOCKING, RESILI E NT' BASE TYPICAL- — -------- ----------------------------------------------------- ----------- -- -------------------------- E E - ----- ------- - - --- - ----------- - --- - -------- ---------- - ---------- ---------------------------------- E JL MILLWO'RK DETAIL ES MILLWORK DETAIL E9 MILLWORK DETAIL E 'im. 3 - - ------- ------------------- R ETm IL MILLWORK A 111 V-0if ill 11-011 1/4" V-09 -- - ------- - - ----- . .. ..... . ... D t5At.,6_,;pFL1Aor1 VVI I H VLA-'> 11?... LAMINATE ON ALL EXPOSED D 3/4" PLYWOOD WITH PLASTIC SURFACES LAMINATE ON ALL EXPOSED 2 x 8 FRT WOOD BLOCKING SURFACES, UNLESS ADJACENT TO TOP AND BOTTOM IN WALL TYPICAL ZA �,Ull I 11AUUU,-.s VVUUL) t5LUt_,r,11NU SINK, TYPICAL SINK (SEE PLUMBING DRAWINGS GYPSUM BOARD PARTITION SYSTEM .. .... fit--__. BALANCE SHEET ROUGH OPENING PER SINK MFR'S ? E Q EQ SPECIFICATIONS) 2X CONTINUOUS WOOD BLOCKING 10 01 DRAWER LAMINATED WITH WHITE 2' TWO LAYERS OF 3/4" EXTERIOR 2 X 8 FRT WOOD BLOCKING MELAMINE ON ALL EXPOSED GRADE PLYWOOD WITH PLASTIC ------------------------ ----- - - - - TOP AND BOI 1 OM IN WALLTYPICAL INTERIOR SURFACES LAMINATE ON ALL EXPOSED 2 3/4" PLYWOOD DRAWER FRONT WITH SURFACES tot e GROMMETED CORD DROP, 2-011 GROMMETED CORD DROP, 4 77, �L7' F F": K 2g, 72'. ............... . .. 2'.-0" �! � Z�mg- PLASTIC LAMINATE ON BOTH SIDES I 3 PER STATION MIN., 48" OC MAX. C AND ALL EXPOSED EDGES TIC 3/4" PLYWOOD WITH PLASTIC 3/4" PLYWOOD WITH PLAS 3/4" PLYWOOD FIXED FACE PANEL LAMINATE ON ALL EXPOSED SURFACES LAMINATE ON ALL. EXPOSED SURFACES PULL, 'FYPICAL �.j WITH PLASTIC LAMINATE ON ALL .. ..... ----- 001. OR SOLID SURFACE WHERE INDICATED . . .............. --------- --------- ------------- TIO 3/4" PLYWOOD SHE WITH PLASTIC EXPOSED SURFACES ON INTERIOR ELEVATIO S RI. R ELEVATIONS LAMINATE ON ALL SURFACES 3/4" PLYWOOD DOOR WITH PLASTIC PULL, TYPICAL 2l' RADIUS 91, LAMINATE ON BOTH FACES AND ALL c 6" 1 2" RADIUS t - IV', 1. " 91, 6" i2" BALANCE SHEET LU EXPOSED EDGES 3/4" PLYWOOD DOOR WITH PLASTIC s M LAMINATE ON BOTH FACES AND ALL L BALANCE SHEET LU EXPOSED EDGES HOLES FOR ADJUSTABLE SHELF > B SUPPORTS, 32mm OC 3/4" PLYWOOD SUPPORT BRACKET B 1/2" PLYWOOD BACKBOARD WITH 3/4" PLYWOOD SUPPORT BRACKET 1/2" PLYWOOD BACKBOARD WITH PLASTIC LAMINATE ON ALL EXPOSED PLASTIC LAMINATE ON ALL EXPOSED WITH PLASTIC LAMINATE ON ALL SURFACES SURFACES WITH PLASTIC LAMINATE ON ALL EXPOSED SURFACES ----------- RESILIENT BASE - - - - - - - - - - - - - - - - RESILIENT BASE COORDINATE OUTLET LOCATIONS COORDINATE OUTLET LOCATIONS EXPOSED SURFACES --------------- . ...... (SEE ELECTRICAL DRAWINGS) (SEE ELECTRICAL., DRAWINGS) _�3 3" PT (KDAT' 2X BASE FRAMING PT (KDAT) 2X BASE FRAMING GYPSUM BOARD PARTITION SYSTEM 1X4 CONTINUOUS WOOD BLOCKING, 1X4 CONTINUOUS WOOD BLOCKING, RESILIENTBASE TYPICAL TYPICAL RESILIENT BASE A A ------ - ------------------------------ ------------ --- - ............. ---- -- --------- m ------- - - ------------------- - - - - ------- ---------- ............. F Jkr, 1 2" -7, Al MILLWORK DETAIL M I LLWORK DETAIL A9 M I L L W00% R Kff D ET A I OL All. 3 MILLWORK DETAIL 111 1#-0. 10-011 111 = 1w -T ill = lf-olt 1 1 2 1 3 1 4 5 6 7 8 9 1 10 11 12 13 14 15 16 17 ALL MILLWORK SHOP DRAWINGS TO BE REVIEWED AND APPROVED BYTHE OWNER PRIOR TO FABRICATION, COORDINATE SUBMITTALS REQUIRED WITH RL HAINES. N ALL IDEAS, DESIGNS, ARRANGEMEN'T'S AND PLANS INDICATED OR REPRESENTED BY THIS HIS DRAWING ARE OWNED BY AND" HE PROPERTY OF BAKER B L -k- 05 ARCHEIIN(E(�TE C. AND WERE CREI�'T'ED EVOLVED, _ AND DEVELOPED FOR USE ON AND IN CONNECTION WITH 7HE SPECIFIED PROJECT'. NONE OF THE IDEAS, DI:SIGhfS, ARRANGEh1ENTa !:7R PI..Ahi:: 5'ti,Al..i. E.F. i/SEG BY GIP, DSSCLCSF.G TO ,0.N':' °ERS, Pd, EIRD�1, OP, ARCHITECTS,-TN J_C.24 -2 - 31-1 ET. SEQ. AND OTHER i.AWS. THE TDEAS, ARRANGEM NTS AND DESIGNS DISCLOSED HEREIN MAY BE PA77EN' I r, ED OR BE LTH E SUBJECT OF PENDING PATENT' AF . 05 10.10 OWNER COMMENTS Im im 2 05 '1 02.26A0 OWNER REVISIONS 3LR IM 11, I5.09 ISSUED FOR PERMITTING N oDate. =. .... . . .... Revisions / Submissions ---------------- I D, CK. 189 South OknAvenue Suite 1700 Orlando, Florida 32801, 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, a.erarrios.coo AA0002981 I N m M H G F 11 D c m A AAA 2 h 3 5 I 6 1 7 MATCHLINE SEE A702 � w m ffv� w mmmmm w m w" 61 111 I 8 1 9 10 1 12 1 13 14 1 is ---------------------- ------------------ ............ ii- ---- - ---- L..... .... .... .... .... .... .... .... .... .... .... .... .... .... .. .... .... .... .... ... .... .... ... ... .... .... .... . . .... .... ... ... .... .... ... .... .... .... .... ... .... ... ... .... ... .... .... .... .... ... - ... .... ... ... .... .... .... .... .. L ;:: 11 --------------------------------- I 6 I 7 9 10 12 13 14 16 1 17 TILE LEGENU SYMBOL DESCRIPTION �EE A702 MATERIALS: PORCELAIN TILE PT -1 CROSSVILLE A825 12x12 SHEEN PORCELAIN TILE PT -2 CROSSVILLE A825 12x12 SLATE PT -3 NOT USED ... . . ..... . PORCELAIN TILE PT -4 CROSSVILLE A825 8x8 CROSS TREAD --------------- PORCELAIN TILE PT -5 CROSSVILLE , mm A850 8x8 CROSS TREAD - ---------- 7� �16 p 2 M L I 3 H All MEAS, DESIGNS, ARRANGEMENTS AND PLANS INF -ICATED OR. REPRESENTED BY Tf-ITS DRAWING ARE OWNED BY AND'THE PROPERTY OF BAKER BARRIOS ar�C�LI-FECTS:, 1NC. AND WERE CREA-TED, EVOLVED, AND DEVELOPED FOR USE ON A.IN'D IN CONNECTI.WYTH'ft EDIPMECT, NONE OF THE IDEAS, DESIGN S, ARRANGRENT�, OR PLANS SHALL SE! !SmD BY OR DISCLOSED TO ANYPERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WH'A'FSOEVER'1Vi-THOUT T'HE WRIT'YEN PERMISSION OF BAKER BARRIOS APCHt i FICTS INC. WARNING: REPRODUCTION HEREOF 15 A CRIMINAL OFFENSE UNDER 18 5 ' J,S.C. SEC, 506 UNAU'fHORTZEID DISCLOSURE MAY C0'NS'f11TU'f'E TRADE SECRE"FMISAPPROPRIA'r ION IN VIOLA'FION OF G I-0,24-2-31-7. 1-1. SEQ, AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN NIAY BE PATENTED OR, BE THE SUB)ECT OF PENDING PXTEN'I APPLICA'FION, F 2 0.10 OWNER COMMENTS 02.26.10 OWNER REVISIONS 12.09.09 NEW SHEET E No. Date Revisions / Submissions D c 189 2 Suite 1700 Orlando, Florida 32801. 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www, ba kerba rrios, com AA0002981 im im 3LR IM D, TCK. 14 15 16 17 CEILING LEGEND IPTION )STRUCTURE BOARD, PAINTED PLASTER, PAINTED CAL CEILING TILE N D DOWNLIGHT GHTING :ES S ED FIXTURE IAL PENDANT FIXTURE kIR kIR 'FAN DIFFUS ER 1ANEL P N M L K J 1:1 G F 1-0 101 C B --�-w� MATCHLINE SEE A� [LINE SEE A801 Al SERVICE SHOP REFLECTED CEILING PLAN 1/8" = V-0" 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 P N M L K J H G F E C B GENERAL NOTES I . SHOULD DIFFUSER, AIR GRILL OR SPRINKLER LOCATIONS BE IN CONFLICT WITH THE LIGHTING LAYOUT THE CONTRACTOR IS TO NOTIFY ARCHITECT PRIOR TO INSTALLATION FOR INSTRUCTIONS AS TO ANY REVISED LOCATIONS. 2. CEILING HEIGHT DIMENSIONS ARE GIVEN TO THE FINISH SURFACE OF THE CEILINGS FROM THE FLOOR DIRECTLY BELOW. 3. THE CEILING SYSTEMS SHALL PROVIDE FOR THE SUPPORT OF LIGHTING FIXTURES, MECHANICAL GRILLES & DIFFUSERS, AND ALL OTHER CEILING LOCATED DEVICES, THROUGH NORMAL ATTACHMENT TO STRUCTURE ABOVE, ATTACHMENT OF HANGERS OR FRAMING TO DUCTWORK IS PROHIBITED. 4. LIGHT FIXTURES, MECHANICAL SYSTEM FIXTURES, AND SPECIAL SYSTEMS FIXTURES EXPOSED TO VIEW SHALL BE LOCATED AS SHOWN ON THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. 5. UNLESS SPECIFICALLY NOTED, OR OTHERWISE DIMENSIONALLY SHOWN ON THE DRAWINGS, FIXTURES AND FIRE PROTECTION SPRINKLER HEADS WHERE LOCATED IN GRID CEILINGS SHALL BE LOCATED ON THE CENTER OF THE GRID PANELS. THE CONTRACTOR SHALL BE AWARE OF THIS REQUIREMENT AND COORDINATE THE WORK AS NECESSARY WITH OTHER TRADES INVOLVED. 6. CONTRACTOR SHALL VERIFY AND COORDINATE THE INSTALLATION AND ROUTING OF ALL THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS, TO THE FIXTURES AND ELEMENTS SHOWN IN THE CEILING PLAN WITH STRUCTURAL MEMBERS AND SUPPORTS, LIGHTING FIXTURES, MECHANICAL DUCTS AND PIPING, THE SPRINKLER SYSTEM, RACEWAYS, STRUCTURAL BRACING, CONDUITS, INSULATION AND THE CEILING SYSTEMS, WITH THOSE TRADES DURING THE PREPARATION OF THEIR SHOP DRAWINGS. AND, SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED ON THE DRAWINGS. 7. CONTRACTOR SHALL COORDINATE THE PLACEMENT OF ALL EQUIPMENT AND ELEMENTS REQUIRING ACCESS FOR MAINTENANCE, OPERATION OR INSPECTIONS, PLACEMENT SHALL OCCUR WITHIN ACCESSIBLE CEILING SYSTEMS WHENEVER POSSIBLE OR PERMITTED BY CODE. THE CONTRACTOR SHALL BE AWARE OF THIS REQUIREMENT AND COORDINATE THEIR WORK AS NECESSARY WITH OTHER TRADES INVOLVED DURING THE PREPARATION OF THEIR SHOP DRAWINGS TO AVOID THE PLACEMENT OF ACCESS PANELS WITHIN ANY INACCESSIBLE CEILING TYPE. 8, WHERE IT IS UNAVOIDABLE TO LOCATE AN ACCESS PANEL WITHIN AN INACCESSIBLE CEILING, WHICH HAS NOT BEEN SPECIFICALLY SHOWN OR LOCATED ON THE DRAWINGS, THE CONTRACTOR SHALL COORDINATE THE ACCESS PANEL LOCATION WITH LOCATIONS OF OTHER CEILING MOUNTED DEVICES AND BRING THE CONDITION TO THE ATTENTION OF THE ARCHITECT FOR APPROVAL, OR OTHER RESOLUTION FOR LOCATION, ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANYPURPOSB WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE S UBJECT OF PENDING PATENT APPLICATION. 2 0 6.2 5.10 EQMT. / NII S C. CHANGES JM JM 2 05.10.10 OWNER COMMENTS JM JM 1 02.26.10 OWNER REVISIONS JLR JM 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects 189 South Oran A enue Suite 1700 Orlando, Florida 32801 407.926,3000 Tel 407.926.3390 Fax i nfoObakerba rrios. com www.bakerbarrios.com AA0002981 11]]I]l]3}il31'I)l31�3lE1 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA SERVICE SHOP REFLECTED CEILING PLAN PROJECT NO.: 090318.00 A802 1 2 3 4 5 6 7 rC4 ��8,yy��yy 4'F:wCN now 5tm�. o, 7 suite: 300 •00• •• • �p � ®5��� � c P 0 N M L K I G J F.1 U) Q N F 0 5+ 0 N M N _ n O L E 0 M 0 C�p L 1 {JJ O �I 0 00 CO D rn 0 --------- I I N I I I I I I I I I I I N I I I I I i I I I I 6.--------- U C =1 No. Date I �ovvIV I CK 140 -4-4 c rC4 ��8,yy��yy 4'F:wCN now 5tm�. o, 7 suite: 300 •00• •• • �p � ®5��� � c 9 1/Eq+//N� Q LINE �I�wr1, amu, 1 D 00 I p1 I 0 I O I O B I O O � I C" N � I 0 N +� I v O C 1 (U No. Date Revisions/ Submissions c A ��8,yy��yy 4'F:wCN now 5tm�. o, 7 suite: 300 •00• •• • �p � ®5��� � c 9 1/Eq+//N� n g i 8 8 e e! s 407.3w.6003; (f) • 0 S M103 MECHANICAL PLAN c aj 1 = 11_011 8 I 9 1 10 11 1 12 1 13 1 14 15 I 16 1 17 A EF -6 INTERLOCK EF -7 INTERLOCK ---------------- MATCHLINE 1 1 2 1 3 1 4 5 6 7 8 9 10 I 11 I 12 13 1 14 1 15 I 16 1 17 P 7 Iu L 7 J (.7 C i O HVAC REFERENCE NOTES: O1 18"x36" SUPPLY AND 18"x36" RETURN UP TO ROOFTOP UNIT ABOVE ON ROOF. PROVIDE TRANSITION TO FULL SIZE OF RTU UNIT CONNECTION. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY DUCT. MOUNT BOTTOM OF DIFFUSER AT CEILING GRID HEIGHT. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS. A 0 14"X12" EA UP TO EF -3 ON ROOF ABOVE. 0 PROVIDE CO MONITOR EQUAL TO MONOXIVENT CS -RS -CO 24" AFF AS INDICATED. PROVIDE FAN AND ALARM RELAY. ASSOCIATED EXHAUST FAN SHALL BE NORMALLY OFF AND SHALL ENERGIZE WHEN CO RISES ABOVE ADJUSTABLE SETPOINT. ® PROVIDE 7 -DAY PROGRAMMABLE THERMOSTAT WITH OCCUPIED AND UNOCCUPIED MODES. MOUNT THERMOSTAT 48" AFF. 48"x72" LOUVER EQUAL TO RUSKIN EME 520 DD MOUNTED 48" AFF TO BOTTOM OF LOWER. INTERLOCK WITH EXHAUST FAN AS SHOWN. PROVIDE BAKED ENAMEL AND COORDINATE WITH ARCHITECT FOR PAINT COLOR TO MATCH ARCHITECTURAL FINISHES. A PROVIDE BELIMO DAMPER EQUAL TO AF -120-S. ® 26°x16" SA DUCT FROM 2ND FLOOR ABOVE. O7 26"x16" RA DUCT UP TO 2ND FLOOR. ® 24"x16" SA DUCT FROM 2ND FLOOR ABOVE. 24"x16" RA UP TO 2ND FLOOR. 1 10 24"x12" LOUVER EQUAL TO RUSKIN EME 520 DD MOUNTED 9' AFF TO BOTTOM OF LOWER. INTERLOCK WITH EXHAUST I=AN AS SHOWN. PROVIDE BAKED ENAMEL AND COORDINATE WITH ARCHITECT FOR PAINT COLOR TO MATCH ARCHITECTURAL FINISHES. PROVIDE BELIMO DAMPER EQUAL TO AF -120-S. 11 PROVIDE 18" DEEP PLENUM FULL SIZE OF GRILLE. ROUTE 22"0 EA DUCT UP WITH VOLUME DAMPER TO EXHAUST FAN, TRANSITION AS REQUIRED IN VERTICAL FOR CONNECTION TO FAN. 12 PROVIDE 18" DEEP PLENUM FULL SIZE OF GRILLE. ROUTE 36"Nati EA DUCT UP WITH VOLUME DAMPER TO EXHAUST FAN. TRANSITION AS REQUIRED IN VERTICAL FOR CONNECTION TO FAN. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25. 10 EQMT./MISC. REVISION ]PM DFG 5.10.10 OWNER COMMENTS NM BSH 2.26.10 OWNER REVISIONS NM $SH 11.15.09 ISSUED FOR PERMITTING E No. Date Revisions/ Submissions .M ��8,yy��yy 4'F:wCN now 5tm�. 7 suite: 300 •00• •• • �p � ®5��� � ,,y��iy �aNI./yy���{{yyA��.1!!,,�1lyy��c�T2y�614 9 1/Eq+//N� n g i 8 8 e e! s 407.3w.6003; (f) • 0 �I�wr1, amu, 151 d '. • .. . D / ON o 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel C 407.926.3390 Fax Infoftakerbarrios, cam Architects www.bakerbarrios.com _ AA0002981 D, CK. O HVAC REFERENCE NOTES: O1 18"x36" SUPPLY AND 18"x36" RETURN UP TO ROOFTOP UNIT ABOVE ON ROOF. PROVIDE TRANSITION TO FULL SIZE OF RTU UNIT CONNECTION. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY DUCT. MOUNT BOTTOM OF DIFFUSER AT CEILING GRID HEIGHT. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS. A 0 14"X12" EA UP TO EF -3 ON ROOF ABOVE. 0 PROVIDE CO MONITOR EQUAL TO MONOXIVENT CS -RS -CO 24" AFF AS INDICATED. PROVIDE FAN AND ALARM RELAY. ASSOCIATED EXHAUST FAN SHALL BE NORMALLY OFF AND SHALL ENERGIZE WHEN CO RISES ABOVE ADJUSTABLE SETPOINT. ® PROVIDE 7 -DAY PROGRAMMABLE THERMOSTAT WITH OCCUPIED AND UNOCCUPIED MODES. MOUNT THERMOSTAT 48" AFF. 48"x72" LOUVER EQUAL TO RUSKIN EME 520 DD MOUNTED 48" AFF TO BOTTOM OF LOWER. INTERLOCK WITH EXHAUST FAN AS SHOWN. PROVIDE BAKED ENAMEL AND COORDINATE WITH ARCHITECT FOR PAINT COLOR TO MATCH ARCHITECTURAL FINISHES. A PROVIDE BELIMO DAMPER EQUAL TO AF -120-S. ® 26°x16" SA DUCT FROM 2ND FLOOR ABOVE. O7 26"x16" RA DUCT UP TO 2ND FLOOR. ® 24"x16" SA DUCT FROM 2ND FLOOR ABOVE. 24"x16" RA UP TO 2ND FLOOR. 1 10 24"x12" LOUVER EQUAL TO RUSKIN EME 520 DD MOUNTED 9' AFF TO BOTTOM OF LOWER. INTERLOCK WITH EXHAUST I=AN AS SHOWN. PROVIDE BAKED ENAMEL AND COORDINATE WITH ARCHITECT FOR PAINT COLOR TO MATCH ARCHITECTURAL FINISHES. PROVIDE BELIMO DAMPER EQUAL TO AF -120-S. 11 PROVIDE 18" DEEP PLENUM FULL SIZE OF GRILLE. ROUTE 22"0 EA DUCT UP WITH VOLUME DAMPER TO EXHAUST FAN, TRANSITION AS REQUIRED IN VERTICAL FOR CONNECTION TO FAN. 12 PROVIDE 18" DEEP PLENUM FULL SIZE OF GRILLE. ROUTE 36"Nati EA DUCT UP WITH VOLUME DAMPER TO EXHAUST FAN. TRANSITION AS REQUIRED IN VERTICAL FOR CONNECTION TO FAN. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25. 10 EQMT./MISC. REVISION ]PM DFG 5.10.10 OWNER COMMENTS NM BSH 2.26.10 OWNER REVISIONS NM $SH 11.15.09 ISSUED FOR PERMITTING E No. Date Revisions/ Submissions .M ��8,yy��yy 4'F:wCN now 5tm�. 7 suite: 300 •00• •• • �p � ®5��� � ,,y��iy �aNI./yy���{{yyA��.1!!,,�1lyy��c�T2y�614 9 1/Eq+//N� n g i 8 8 e e! s 407.3w.6003; (f) • 0 �I�wr1, amu, 151 d '. • .. . D / ON o 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel C 407.926.3390 Fax Infoftakerbarrios, cam Architects www.bakerbarrios.com _ AA0002981 B A PROJECT NO.: M 103 090318.00 I i Z LU LU 0! (7 LL A .d a � I a a 0 0 nz IE ii � I 0 rL O HVAC REFERENCE NOTES 0 14"x12" EA FROM BELOW. PROVIDE FIRE DAMPER IN FLOOR. 147x12" EA UP TO EF -3 ON ROOF ABOVE. Q3 26"06" SA DOWN. 4� TRANSITION 26"x16" SA TO FULL SIZE OF UNIT CONNECTION AND ROUTE UP TO RTu_6. QQ TRANSITION 26"06" RA TO FULL SIZE OF UNIT CONNECTION AND c A ROUTE UP TO RTU -6. O 26"06" RA FROM BELOW. PROVIDE FIRE DAMPER IN FLOOR. O 30"x16" RA UP TO RTU -7 ABOVE. TRANSITION TO FULL SIZE OF N UNIT CONNECTION. �8 30"06" SA UP TO RTU -7 ABOVE. TRANSITION TO FULL SIZE OF a UNIT CONNECTION. ® 24"x16" RA UP TO RTU -8 ON ROOF. TRANSITION TO FULL SIZE OF UNIT. 10 24"06" SA UP TO RTU -8 ON ROOF. TRANSITION TO FULL SIZE OF UNIT. 11 24"x16" SA DOWN. PROVIDE FIRE DAMPER IN FLOOR. 24"x16" RA FROM BELOW. PROVIDE FIRE DAMPER IN FLOOR. L TERMINATE RETURN AIR DUCT WITH 45 DEGREE ANGLE AND WIRE MESH SCREEN. PROVIDE VOLUME DAMPER. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OFTHE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC_. WARNING! REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. M104 MECHANICAL SECOND FLOOR PLAN 1/8N 1 = _01 Al2.26.10 OWNER REVISIONS NM 13SH 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions ��1111�®® D. CK. 16 tit °•°°°®°• ;0,® 4798 new broad simet • suite 300 ni®. wlando, 812014pq 407. . 7 (ig) IN .a $T 407390.6W3 (f) "rNw�dV lxbi,pr3"rs9 �Irlr" U 0 e,•°' °°° i ......................................................................................................................................................................................................... ,�dddffilwlll�� 189 South orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax lnfo@bakerbarrios.com www. oakeroarrios.com AA0002981 Architects AL N�Amm �IMllliiiwliil�i:iiPoIllI1o1i,�:11li:'tl h 1 : � 1111 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL SECOND FLOOR PLAN PROJECT NO.: 090318.00 M104 c A N c a M104 MECHANICAL SECOND FLOOR PLAN 1/8N 1 = _01 1 2 3 4 5 6 7 13 1 16 tit °•°°°®°• ;0,® 4798 new broad simet • suite 300 ni®. wlando, 812014pq 407. . 7 (ig) IN .a $T 407390.6W3 (f) "rNw�dV lxbi,pr3"rs9 �Irlr" U 0 e,•°' °°° i ......................................................................................................................................................................................................... ,�dddffilwlll�� 189 South orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax lnfo@bakerbarrios.com www. oakeroarrios.com AA0002981 Architects AL N�Amm �IMllliiiwliil�i:iiPoIllI1o1i,�:11li:'tl h 1 : � 1111 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL SECOND FLOOR PLAN PROJECT NO.: 090318.00 M104 J N CL E f a M O 01 O Ci N M N I� O L. 0 CL 0 CA 0 r4 i of 0 ao 00 rq Ch i t QI C L 0 aJ J` U U)i I 0 0 I 0 Ib cn 0 0 a a 0 0 a IT .O O QJ Cm C G7 rn c 9 U HVAC REFERENCE NOTES: Q1 ROUTE CONDENSATE LINE FULL SIZE OF UNIT OR MINIMUM in TO NEAREST ROOF DRAIN. SLOPE A MINIMUM OF J" PER FOOT AND SUPPORT ABOVE ROOF SURFACE. PROVIDE INSULATION PER SPECIFICATIONS ON SHEET M002. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTSI INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF 1S A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION JPM FFG 0 2.26.10 OWNER REVISIONS NM Bsm 11.15.09 ISSUED FOR PERMITTING No. Date Revisions J Submissions rD. CK. 47138 Inew broad street � � �� � r , 6 " d swlba .300 4 am z d orla� do, 8 32814 v D. e n, U1111 (p CV w 4 ...i�Oi ii in a a irs 407.198.6003 (F) 'a *% ' �PI��UI�7�YW'�U ir7�wNRUrd��"Ihw�;p � �tA�:ll"Vt11bN°" Architects 189 South orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 F. L HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL ROOF PLAN PROJECT NO.: -t 090318.00 M106 J TM i a x �g d 0 of 0 0 N M N I`w O A' LL 0 a 0 rn a LI O 0M HILI 00 w rn 0 rn 0I C I° 0 a a� U I �o i v I of a co 00 V4 CM a e 0 0 0 0 0 O Oy CD y 0 aJ C T ajcinC C CA C I Architects ✓e 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 RL HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL SCHEDULES PROJECT NO.: 090318.00 M801 °r`41 ES��p'�' .'f ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 4.799 hew broad street i• suite 300 0• '� e 1t orleI� a; ill 326,1 407.398AlM1 7 ( ®. 52 • • �} •'' 'ids engineers 407.39. 3 (fr- 'poneftv&Vbw ff 4 5Tµ ' •• ® F Q 6.25.10 EQMT./MISC. REVISION JPM DFG l 02.26.10 OWNER REVISIONS 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. Architects ✓e 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 RL HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL SCHEDULES PROJECT NO.: 090318.00 M801 °r`41 ES��p'�' .'f 4.799 hew broad street i• suite 300 0• '� e 1t orleI� a; ill 326,1 407.398AlM1 7 ( ®. 52 • • �} •'' 'ids engineers 407.39. 3 (fr- 'poneftv&Vbw ff 4 5Tµ ' •• ® F Architects ✓e 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 RL HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL SCHEDULES PROJECT NO.: 090318.00 M801 P N full - L W G J r -i 0- z F a� 0 0 N M N 0 L o E a - v 01 CA i C 1 1 2 1 3 I 4 1 5 1 6 7 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 ( 17 r STRUCTURAL BAR JOIST ..0 ►,��n nrnenn z cy a C0 r- 1" MIN�— NOTES: 1. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. 2. STRAPS SHALL BE MINIMUM 11/2" x 22 GAGE GALVANIZED STEEL. 3. REFER TO SMACNA FOR ADDITIONAL REQUIREMENTS. DUCT HANGER DETAIL NTS r— TRUNK DUCT YOUNG REGULATOR 5020-B SPIN -IN WITH BOTTOM DAMPER CONTROL (FOR NEW OR EXISTING SYSTEMS.) �- FLEXIBLE DUCT (INSULATED) SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) MAIN DUCT �`— COUPLING 9" SQUARE ROD CEILING SLOT DIFFUSER YOUNG #301 CONCEALED REGULATOR DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET - DRAWBAND ON FLEXIBLE ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE DUCT SEALER AT SPIN COLLAR CONNECTION ADJUSTABLE CLAMP TO MAIN SUPPLY DUCT SI AS DUCT (INNER SLEEVE) UPPER ATTACHMENT PER SMACNA HEIGHT OF LEGS (IN) UP TO 24 MAX. SAG Y2" PER FOOT SHOWN ON PLAN INSULATION AND JACKET FLEXIBLE DUCT 6-0" BETWEEN SUPPORT POINTS 37 TO 48 24 49 TO 60 MAXIMUM LENGTH 61 AND WIDER O SUPPORT STRAP (4-REQ'D.) 1" WIDE GALVANIZED STEEL SUPPORT STRAP FLEXIBLE DUCT TERNALLY INSULATED TERMINAL BOX IMARY AIR DUCT(5 SUPPLY MAXIMUM D18 OFFSET00 • 00 A=IR ALLOWED IN LAST D INCHES 00 FLEX TO DEVICE WHERE D IS THE ATTACH DUCT TO TERMINAL DUCT 0 00 EXTERNALLY INSULATED & CAULK FOR AIR' TIGHT SEAL ROUND DUCT W/2" THICK EXREND STRAP 1 BENEATH INTERNAL FLEX DIAMETER SEE NOTE 3 TERMINAL BOX &',ATTACH CEILING No. W/ SHEET METEAL SCREW Revisions / Submissions VOLUME DAMPER WITH LOCKING ON TERMINAL BOXES THAT HAVE INLET AIR SIZES 10" AND SMALLER. ALL OTHER BOXES SHALL BE SUPPORTED W/ FOUR STRAPS. ADJUSTABLE CLAMP STAINLESS STEEL QUADRANT AND 2" STANDOFF 2. MAXIMUM LENGTH OF INLET AIR FLEX DUCT SHALL NOT EXCEED 2'-0". 3. EXTERNALLY INSULATE INLET & OUTLET OF TERMINAL BOX SAME AS REQUIRED FOR DUCTWORK. NECK SIZE TO MATCH DUCT SEALER DUCT BOXES. TERMINAL BOX MOUNTING L DETAIL FLEX DUCT SIZE INDICATED INSULATE TOP PANEL HURRICANE ANCHOR (IF REQUIRED) HURRICANE (TYP. 4 SIDES) OF LAY -IN DIFFUSER CLEAN-OUT PLUGS I r UNION 1 _h BUTTERFLY DAMPER WITH CEILING {T -BAR SHOWN}AIR DISTRIBUTION DEVICE, SEE PROVIDE CEILING ACCESS LOCKING QUADRANT OPERATOR GYPSUM BOARD SIMILAR SCHEDULE. LAY -IN SHOWN- PANEL FOR DAMPER ACCESS SURFACE MOUNT SIMILAR IN NON -ACCESSIBLE CEILINGS BELLMOUTH FITTING WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND INSULATION AS SPECIFIED SHEETMETAL DUCT (APPLY SEALER NOTES: TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCTIDIFFUSER PANEL INSULATION AND OVERLAP FULL DISTANCE OF NECK SEAL WITH MASTIC. NOTES: 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION PER SMACNA FIGURE 3-10. TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NO COMPRESSED WITH AND DIFFUSERS. ELBOW RADIUS NO LESS THAN R/D=1.0. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT -H. FLEXIBLE DUCT TERMINATION DETAIL FLEXIBLE DUCT DETAIL BOOT PLENUM SLOT DIFFUSER INSTALLATION DETAIL NTS VIBRATION ISOLATION PAD (TYPICAL) TIE DOWN CONDENSING UNIT TO STAND USING STRAPS OR CLIPS PER STAND MANUFACTURER'S RECOMMENDATIONS. —/ CONDENSER UNIT (TYP.) TIE DOWN STAND BASE PLATES TO ROOF i B STRUCTURE PER STAND MANUFACTURER'S i. RECOMMENDATIONS. NTS MAX. 15° TRANSITION --- 0.25 D AIR DUCT DETECTOR AND AIR SAMPLING CHAMBER (MOUNT ON TOP IF SPACE REQUIRED) DUCT WIDTH MOUNTING PLATE 011 INTAKE TUBE NEOPRENE —00 o o O o GASKET w s U v RETURN TUBE—/ MOUNTING NUTS NOTES: DUCT 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. PROVIDE ACCESS DOOR AT SAMPLING TUBES. DUCT SMOKE DETECTOR DETAIL �--� �— 2" - 20 GA. ALUMINUM 'L" BRACKET ATTACHED FROM FRAMING STAND TO EQUIPMENT USING (3) #12 - 2" SELF -DRILLING GALVANIZED SCREWS WITH NEOPRANE WASHERS. BRACKET ADJUSTABLE ALUMINUM CONDENSER STAND ATTACHED TO CU STAND MODEL #RDCA-80 AS MANUFACTURED BY USING (3) #12 - 2" R.M. ENTERPRISES, 352 TALL PINES ROAD, SELF -DRILLING GALVANIZED o WEST PALM BEACH, FLORIDA OR SCREWS WITH NEOPRANE WASHERS. EQUIVALENT. INSTALL AND ADJUST PER PROVIDE EXTREME CONDITION MANUFACTURER'S RECOMMENDATIONS. MOUNTING KIT (TRANE MODEL NO. NOTE: BAYECMT001). EQUIPMENT SHALL BE ANCHORED IN ACCORDANCE WITH REGULATIONS PRESCRIBED IN SECTION 301.13 OF FBC-2007-MECHANICAL ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS WIDTH OF EQUIPMENT (IN) HEIGHT OF LEGS (IN) UP TO 24 14 25 TO 36 18 37 TO 48 24 49 TO 60 30 61 AND WIDER 48 CONDENSING UNIT ROOF MOUNTING DETAIL NTS ROOF CURB W D BLOCKING SCREW CURB TO STRUCTURAL FRAME, 2' O.C. /- RTU RUBBER INSULATION FULL CONTOUR OF CURB �- SCREW R TO CURB (2'0.C.) - FLASHING CONTINUOUS CANT MEMBRANE ROOFING LI GHTWEIGHT DECK INSULATION RTU ERV ANGLE FRAMING (SEE STRUCTURAL) ROOFTOP UNIT MOUNTING DETAIL RECTANGULAR DUCT ROUND DUCT F FITTING -EQUAL o TO FLEXMAS R�(�IW2 GA. MIN.) a VALVE ClT CL VOLUME DAMPER fwn CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200 -DS. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. V-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY T-0" FROM STRUCTURE. SUPPLY BRANCH DUCT DETALS NTS 1/4" TURNBUCKLE dl #10 SHEETMETAL SCREW WITH GALVANIZED FLAT WASHER - 3 ON EACH SIDE OF CURB 3/8" GALV. EYEBOLT PITCH POCKET ------------- ------------- GALV. FLAT WASHER GALV. NUT & LOCK WASHER TURNING VAINS / \ 1 3" CORNER MINIMUM ADJUSTABLE SPLITTER CENTRAL m DAMPER ON LOW AND TAPER MEDIUM PRESSURE ACTUANIM'BMS "C"A AND "D" CONTINUED INTO CENTRAL TAPER PIECE E NOTES: 1. DIMENSION "A" IN INCHES, DIMESION "B" IN FEET. 2. DEPTH OF "C" AND "D" WILL BE THE SAME. 3. PROPORTION SPLIT ACCORDING TO CFM IN EACH BRANCH. 4. OMIT SPLITTER DAMPER IN DUCTWORK BETWEEN AHU SUPPLY FAN AND TERMINAL BOX INLET. SPLITTER DETAIL NTS -BACKDRAFT DAMPER ✓ AHU 1 /4" AIRCRAFT CABLE UNI P URE + 2" } {PPLASTIC COATED) SCHED 40 CPVC (UNIT PRESSURE + 2' } 21n BIRDSCREEN/HARDWARE 4" (MIN) CLOTH TO PROTECT NOTES: FAN FROM DEBRIS. 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. DOWNBLAST FAN HURRICANE ANCHORING DETAIL NTS CONDENSATE DRAIN DETAIL SCALE: N.T.S. 1 I 2 I 3 I 4 I 5 I 5 I 7 I $ I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 M L K J H Le F E n B A ATTACH TO ABOVE STRUCTURE. PROVIDE ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. MISCELLANEOUS STEEL AS REQ'D. TO SPAN ETWEEN TRUSSES FOR SUPPORTING DUAL D T BOX. ATTACH SUBJECT SUPPORT STEEL 1" WIDE GALVANIZED STEEL TO OF TRUSSES W/SHEET METALSCREWS. SUPPORT STRAP (4-REQ'D.) 1" WIDE GALVANIZED STEEL SUPPORT STRAP TERNALLY INSULATED TERMINAL BOX IMARY AIR DUCT(5 SUPPLY AIR A=IR FLOW FLEX ATTACH DUCT TO TERMINAL DUCT 0 BOX W/SHEET METAL SCREWS EXTERNALLY INSULATED & CAULK FOR AIR' TIGHT SEAL ROUND DUCT W/2" THICK EXREND STRAP 1 BENEATH BLANKET INSULATION TERMINAL BOX &',ATTACH CEILING No. W/ SHEET METEAL SCREW Revisions / Submissions NOTES: 1. PROVIDE ONLY TWO SUPPORT STRAPS ON TERMINAL BOXES THAT HAVE INLET AIR SIZES 10" AND SMALLER. ALL OTHER BOXES SHALL BE SUPPORTED W/ FOUR STRAPS. 2. MAXIMUM LENGTH OF INLET AIR FLEX DUCT SHALL NOT EXCEED 2'-0". 3. EXTERNALLY INSULATE INLET & OUTLET OF TERMINAL BOX SAME AS REQUIRED FOR DUCTWORK. 4. DETAIL SIMILAR FOR SINGLE OR DUAL DUCT BOXES. TERMINAL BOX MOUNTING L DETAIL - HURRICANE ANCHOR (IF REQUIRED) HURRICANE (TYP. 4 SIDES) A w w A A w A A CLEAN-OUT PLUGS I r UNION -BACKDRAFT DAMPER ✓ AHU 1 /4" AIRCRAFT CABLE UNI P URE + 2" } {PPLASTIC COATED) SCHED 40 CPVC (UNIT PRESSURE + 2' } 21n BIRDSCREEN/HARDWARE 4" (MIN) CLOTH TO PROTECT NOTES: FAN FROM DEBRIS. 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. DOWNBLAST FAN HURRICANE ANCHORING DETAIL NTS CONDENSATE DRAIN DETAIL SCALE: N.T.S. 1 I 2 I 3 I 4 I 5 I 5 I 7 I $ I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 M L K J H Le F E n B A 4798 new broad street a �, � r s ullte 300 m �Odlai ,do,, 111 32814 � i �� e l�n lati'i ..... I. ane a ri ���,�.��o� y!)91 a � X," ,� ��� '�" , cy e "Gurdw�Lo 1'swuil�ivi�ar�rE�rGV�G,rr�,:�x 'fir 110", 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Architects DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL DETAILS PROJECT NO.: 090318-00 M901 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION NM DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions 4798 new broad street a �, � r s ullte 300 m �Odlai ,do,, 111 32814 � i �� e l�n lati'i ..... I. ane a ri ���,�.��o� y!)91 a � X," ,� ��� '�" , cy e "Gurdw�Lo 1'swuil�ivi�ar�rE�rGV�G,rr�,:�x 'fir 110", 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Architects DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA MECHANICAL DETAILS PROJECT NO.: 090318-00 M901 P 7 M L It J H G J r -i a u� x F a Ln w 0 a - N M N h 0 A �0 Ii E a a ri O w 3 -o ri 0 0 Lu ci D m rn 0 N Ni r U a QJ C i CR c V1 U a _ s CL E En i N p[ C B 13 c� C �o c m E — V 0 0 U 0 A c C Q CM c I 1 2 3 4 S fi 7 8 9 10 I 11 12 13 14 I 1 1 15 1 16 1 17 ELECTRICAL SYMBOLS LEGEND LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) POWER FIRE ALARM 2' x 2' FLUORESCENT LIGHTING FIXTURE =Q DUPLEX RECEPTACLE MOUNT 18" AFF UNLESS NOTED OTHERWISE * © MANUAL PULL STATION 2' x 2` EMERGENCY FLUORESCENT LIGHTING FIXTURE (EWC) ELECTRIC WATER COOLER * Qq COMBINATION AUDIBLE/VISUAL SIGNALING UNIT- HORN/FLASHING "FIRE" LIGHT WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST (WP) WEATHERPROOF WALL MOUNTED 80" AFF UNLESS OTHERWISE NOTED. WP=WEATHER PROOF. (SS) SURGE SUPPRESION TYPE A=AUDIBLE ONLY. 75 CANDELA UNLESS NOTED OTHERWISE. 2' x 4' FLUORESCENT LIGHTING FIXTURE (IG) CEILING MOUNTED "Q VISUAL SIGNALING UNIT, WALL MOUNTED- FLASHING "FIRE" LIGHT ONLY (NO ® 2' x 4' EMERGENCY FLUORESCENT LIGHTING FIXTURE LiAUDIO DEVICE) 75 CANDELA UNLESS NOTED OTHERWISE. WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST DOUBLE DUPLEX RECEPTACLE R MOUNT 18" AFF UNLESS NOTED OTHERWISE PHOTOELECTRIC DUCT SMOKE DETECTOR D 1' x 4' FLUORESCENT LIGHTING FIXTURE R=RETURN S=SUPPLY 1' x 4' EMERGENCY FLUORESCENT LIGHTING FIXTURE ==J�q "GFI" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST MOUNT 6" ABOVE COUNTER BACKSPLASH ® FIRE ALARM SHUTDOWN RELAY FLUORESCENT LIGHTING FIXTURE - WALL MOUNTED "GFI" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING FLUORESCENT LIGHTING FIXTURE -WALL MOUNTED MOUNT 18" AFF UNLESS NOTED OTHERWISE ®DUCT DETECTOR REMOTE TROUBLE INDICATOR. MOUNT ADJACENT TO UNIT. WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST "GFI" DOUBLE DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTINGFIRE ALARM CONTROL PANEL. FLUSH MOUNTED. --0 FLUORESCENT STRIP LIGHTING - WITH WIRE AND TUBE GUARD MOUNT 18" AFF UNLESS NOTED OTHERWISE -+dw- . 0FLUORESCENT EMERGENCY STRIP LIGHTING - WITH WIRE AND TUBE GUARQ FAJB FIRE ALARM JUNCTION BOX. � WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST � "GFI" DOUBLE DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING MOUNT 6" ABOVE COUNTER BACKSPLASH FAAp REMOTE GRAPHIC FIRE ALARM ANNUNCIATOR PANEL, FLUSHED MOUNTED. 0 RECESSED CAN LIGHTING FIXTURE DUPLEX RECEPTACLE - MOUNT 6" ABOVE COUNTER 13ACKSPLASH TS SPRINKLER TAMPER SWITCH CONNECTION Ho LIGHTING FIXTURE -WALL MOUNTED F5 SPRINKLER WATERFLOW SWITCH CONNECTION 0� DOUBLE DUPLEX RECEPTACLE - MOUNT 6" ABOVE COUNTER BACKSPLASH WALL WASH /ACCENT FIXTURE -CEILING M011NTED EMERGENCY LIGHTING FIXTURE ® DUPLEX RECEPTACLE , COMMUNICATIONS AND COMPUTER OUTLETS WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST MOUNTED TOGETHER IN FLUSH MOUNTED FLOOR BOX. EMERGENCY LIGHTING FIXTURE -WALL MOUNTED WITH INTEGRAL 1400 LUMEN EMERGENCY BALLAST DUPLEX RECEPTACLE -FLUSH MOUNTED IN FLOOR BOX. ®+ EXIT SIGN WITH INTEGRAL BATTERY PACK - SINGLE FACE ® ARROW INDICATES DIRECTION- CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE, MOUNTED TOGETHER IN A FLUSH MOUNTED FLOOR BOX. PACK - ARIROWGNDCIATES TDIRECTION-WALL MOUNTED FACE 50 SPECIAL PURPOSE OUTLET LIGHTNING PROTECTION SYSTEM EXIT SIGN WITH INTEGRAL BATTERY PACK - DOUBLE FACE 30O COORDINATE EXACT NEMA CONFIGURATION, AMPACITY, VOLTAGE AND RATING. ARROW INDICATES DIRECTION - CEILING MOUNTEDCONTRACTOR SHALL PROVIDE A COMPLETE ROOF MOUNTED 4Lj� EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK -DUAL HEAD QC CEILING MOUNTED JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). LIGHTNING PROTECTION SYSTEM FOR THE ENTIRE FACILITY PER THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. Q POLE MOUNTED PARKING LOT LUMINARE WALL MOUNTED JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). DECORATIVE PENDANT MOTOR (EF) EXHAUST FAN CEILING MOUNTED LIGHT TRACK EF (AHU) AIR HANDLING UNIT PHOTO CELL MISCELLANEOUS-aCONTACTOR T TIME CLOCK (�WP ELECTRICAL SERVICE SHUNT TRIP BREAK GLASS STATION INDICATES LIGHTING FIXTURE TYPE SQUARE "D" CLASS#900 1-K15 W/ CLASS 9001-K25 STAINLESS STEEL COVER PLATE. ENGRAVE "SERVICE DISCONNECT" MOUNT 7'-0" AFF. A �—INDICATES SWITCH DESIGNATION a 15 INDICATES CIRCUIT NUMBER SWITCHES SERVICE AND DISTRIBUTION DATA/COMM S SINGLE POLE SWITCH - TOGGLE TYPE i BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED. �WH DATA/COMM OUTLET MOUNTED 18" ABOVE FINISHED FLOOR UNLESS MOUNT 48" AFF UNLESS NOTED OTHERWISE. (3) 3 WAY OTHERWISE NOTED, WITH FLUSH MOUNTED 4" SQUARE SINGLE GANG JUNCTION ® (4) 4 WAY BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS SURFACE MOUNTED. BOX. PROVIDE BLANK STAINLESS STEEL COVER PLATE. EXTEND 1" (2) DOUBLE POLE CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH (OS) WALL MOUNTED OCCUPANCY SENSOR SWITCH (WATTSTOPPER #DW100) 3' M FUSED DISCONNECT SWITCH.3-POLE, 30AMP. PLASTIC BUSHING. OR AS NOTED. INSTALL PULL WIRE. WH= WALL MOUNTED. * ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C= 6" ABOVE COUNTER BACK SPLASH. (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) NEMA 1 RATED INDOORS, NEMA 3R RATED OUTDOORS. ® DATA/COMM OUTLET FLUSH MOUNTED IN FLOOR. EXTEND 1" CONCEALED INCANDESCENT WALL BOX SLIDE DIMMER. 1000W RATED UNLESS NOTED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC D OTHERWISE 3�9_ mh NON-FUSED DISCONNECT SWITCH.3-POLE, 30AMP. BUSHING. OR AS NOTED. INSTALL PULL WIRE. NF NEMA 1 -RATED INDOORS, NEMA 3R RATED OUTDOORS.. S M MOTOR RATED SWITCH - 1 OR 2 POLE 30 AMP (COORDINATE ACTUAL VOLTAGE) © TELEVISION OUTLET MOUNTED 18" ABOVE FINISHED FLOOR, UNLESS WITH INTEGRAL THERMAL OVERLOADS 3� M, COMBINATION STARTER/DISCONNECT SWITCH 3 -POLE, 30AMP, FUSED. OTHERWISE NOTED, WITH FLUSH MOUNTED 4" SQUARE SINGLE GANG JUNCTION (NEMA SIZE 1) NEMA1 RATED ENCLOSURE INDOORS, NEMA 3R RATED OUTDOORS. BOX. PROVIDE BLANK STAINLESS STEEL COVER PLATE. EXTEND 1" OS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR VARIABLE FREQUENCY DRIVE CONTROL UNIT INSTALLED AND CONNECTED BY CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH Z2 (LUTRON LOS -CDT SERIES) VFD DIVISION 16 CONTRACTOR. PLASTIC BUSHING. OR AS NOTED. INSTALL PULL WIRE, WH= WALL MOUNTED. "Z*" INDICATES FIXTUES IN SENSORS ZONE OF CONTROL ^ TRANSFORMER C= 6" ABOVE COUNTER BACK SPLASH. S LV LOW VOLTAGE SWITCH CONNECTED VIA CAT5 CABLE TO RELAY PANEL. ® TELEPHONE TERMINAL BOARD, 3/4" THICK x (LENGTH PER PLAN) x 8'-0" H. SEE SHEET E602 LIGHTING CONTROL DETAILS. FT—VS-S-1 TRANSIENT VOLTAGE SURGE SUPPRESSOR. FRS FIRE RATED PLYWOOD BACKBOARD. 1 I 2 I 3 I ELECTRICAL SHEET INDEX ABBREVIATIONS Electrical Legend, Abbrev. and Notes TYPE A A - AMPERES KAIC - (THOUSAND) AMPERE A/C - AIR CONDITIONING AE INTERRUPTING CAPACITY AC - ALTERNATING CURRENT KCMIL - THOUSANDS OF CIRCULAR MILS AFF - ABOVE FINISHED FLOOR KVA - KILOVOLT -AMPERES AFG - ABOVE FINISHED GRADE KW - KILOWATT AHU - AIR HANDLING UNIT LED - LIGHT EMITTING DIODE AWG - AMERICAN WIRE GAUGE LTG - LIGHTING C - CONDUIT MCP - MOTOR CIRCUIT PROTECTION CFL - COMPACT FLUORESCENT LAMP MCU - MASTER CONTROL UNIT CH - COUNTER HEIGHT MH - METAL HALIDE CONC - CONCRETE N - NEUTRAL COND - CONDUIT NA - NOT APPLICABLE CMH - CERAMIC METAL HALIDE NEC - NATIONAL ELECTRICAL CODE CU - COPPER NEMA - NATIONAL ELECTRICAL DISC - DISCONNECT WITH INTEGRAL EMERGENCY BALLAST MANUFACTURERS ASSOCIATION ECB - ENCLOSED CIRCUIT BREAKER NFPA - NATIONAL FIRE PROTECTION ELEC - ELECTRICAL 2)F32 ASSOCIATION EM - EMERGENCY NIC - NOT IN CONTRACT EMS - ENERGY MANAGEMENT SYSTEM NF - NON-FUSED EMT - ELECTRICAL METALLIC TUBING NL - NIGHT LIGHT EF - EXHAUST FAN O.C. - ON CENTER EWC - ELECTRIC WATER COOLER OCC - OCCUPANCY SENSOR CEILING ETR - EXISTING TO REMAIN P - POLE EX - EXISTING PNL - PANELBOARD FA - FIRE ALARM PVC - POLYVINYL CHLORIDE FACP - FIRE ALARM CONTROL PANEL RM - ROOM FPL - FLORIDA POWER AND LIGHT RGS - RIGID GALVANIZED STEEL G - GROUND SPEC - SPECIFICATION GFI - GROUND FAULT INTERRUPTER SS - STAINLESS STEEL GND - GROUND TVSS - TRANSIENT VOLTAGE SURGE GRC - GALVANIZED RIGID CONDUIT (4)F32 SUPPRESSION HVAC - HEATING, VENTILATING AND TYP - TYPICAL - AIR CONDITIONING LION - UNLESS OTHERWISE NOTED H.I.D. - HIGH INTENSITY DISCHARGE V - VOLTS I.G. - ISOLATED GROUND VFD - VARIABLE FREQUENCY DRIVE J - JUNCTION W - WIRE DETAIL ME WP - WEATHERPROOF ELECTRICAL SHEET INDEX LIGHTING FIXTURE SCHEDULE Electrical Legend, Abbrev. and Notes TYPE A MANUFACTURER & CATALOG NO. FOCAL POINT FLU -24 -B -3 -TB -E -277 -G -PS -WH DESCRIPTION 2X4 RECESSED INDIRECT/DIRECT LAMPS (3)F23 VOLTS 277 REMARKS LAY -IN GRID OFFICE E102 AE FOCAL POINT FLU -24 -B -3 -T8 -E -277 -G -PS -EM -WH 2X4 RECESSED INDIRECT/DIRECT (3)F23 277 LAY -IN GRID OFFICE Power/Systems Pion E106 Electrical Second Floor Plan WITH INTEGRAL EMERGENCY BALLAST Electrical Car Wash Power Plan E107 Electrical Roof Plan E108 B GOTHAM DPH P3810OMHC 6ACT20 LD 277 6" ADJUSTABLE 10OW CMH DOWN LIGHT 1-100W CMH 277 SHOWROOM 16' CEILING Electrical Panel Schedules E702 Electrical Panel Schedules E703 PAR38 E704 Electrical Panel Schedules E801 82 GOTHAM DPH P3039MHC 6ACT20 LD 277 6 RECESSED DOWN LIGHT 1-39W CMH 277 SHOWROOM 12' CORRIDOR 4798 anew !broad street : E PAR38 ul 0 b orland�o, 0328:1 f CE LITHONIA AF 2/32TRT BAR LD MVOLT WLP ELR Q 8" RECESSED DOWN LIGHT Q (2)32M 277 pyYy?WY MYILN ;0 �f 407.398.6007 A0M7 3':"93,600,3 ', CUSTOMER O EMERGENCY LIGHTING irlY cr) WITH INTEGRAL EMERGENCY BALLAST wrIbRVIiWLIMrp�rpolhprlhrpp vGANR,Ll"PIaVp;r �' ~ F LITHONIA C 2 32 MVOLT GEB101S WGCUN 4 2 LAMP STRIP WITH WIRE GUARD AND TUBE GUARD 2)F32 277 CHAIN HUNG FE LITHONIA C 2 32 MVOLT GEB101S EL14 WGCUN 4 2 LAMP STRIP WITH WIRE GUARD AND TUBE GUARD (2)F32 277 CHAIN HUNG WITH INTEGRAL EMERGENCY BALLAST G TPGE 250M P16GLE 277 SCWA PPH LCPP GFGW GLASS REFLECTOR LOW -BAY WITH WIRE GUARD 25OW MH 277 SERVICE DRIVE STEM MOUNTED 0 14' AFF H LITHONIA IB-654L-NDS-WGIBZ FLUORESCENT HI -BAY LIGHTING FIXTURE 6-54W T5HO 277 SERVICE SHOP WITH WIRE GUARD HE LITHONIA IB-654L-NDS-WGIBZ-EL14 FLUORESCENT HI -BAY LIGHTING FIXTURE WITH WIRE GUARD AND TUBE GUARD WITH INTEGRAL EMERGENCY BALLAST 6-54W T5HO 277 SERVICE SHOP K LITHONIA TEJS 2 32 MVOLT 1/4 GE9IOIS WGL 8 INDUSTRIAL FLOURESCENT WITH WIRE GUARD AND TUBE GUARD (4)F32 277 PARTS AND SERVICE SHOP WALL AND CHAIN HUNG KE LITHONIA TEJS 2 32 MVOLT 1/4 GE9101S WGL EL14 S INDUSTRIAL FLOURESCENT WIRE GUARD AND TUBE GUARD (4)F32 277 PARTS AND SERVICE SHOP WALL AND CHAIN HUNG WITH INTEGRAL EMERGENCY BALLAST M LITHONIA TDMW 2 32 MVOLT 1/4 GEB101S 8 VAPOR TIGHT FLUORESCENT LIGHTING FIXTURE (4)F32 277 DETAIL ME LITHONIA TDMW 2 32 MVOLT 1/4 GEB101S EL14DW 8' VAPOR TIGHT FLUORESCENT LIGHTING FIXTURE 277 DETAIL WITH INTEGRAL EMERGENCY BALLAST N LITHONIA TWR2C 400M 480 SCWA FCV LPI 400 WATT WALL PACK FULL CUT OFF VISOR (1)MH400 480 EXTERIOR BLDG LIGHTING P LITHONIA AF 2/32TRT 8AR LD MVOLT WLP 8 RECESSED DOWN LIGHT (2)32TTT 277 CUSTOMER AREAS PE LITHONIA AF 2/32TRT BAR LD MVOLT WLP ELR 8 RECESSED DOWN LIGHT (2)32TTT 277 EMERGENCY LIGHTING WITH INTEGRAL EMERGENCY BALLAST Q AMAZON WT8-6T8-UR-SS 8'-0" SIX LAMP FLUORESCENT FIXTURE SURFACE MOUNTED (6)32W T8 277 CAR WASH WET LOCATION R CONTECH LIGHTING LIR4244 LIR4255 LIR 77 LIR 8 4' LIGHTING FIXTURE TRACK CEILING CONNECTOR (3)50W PARI6 120 RETAIL SUPPLY S LITHONIA MVAC -LOOM -277 WALL MOUNTED HID LIGHTING FIXTURE (1)100W MH 277 MOUNT AT 7'-0" A.F.G. 1 V 10 IR M -2- 5- O_ -V- -B 6- R- P IN ACCORD 810-121-032T SIN LE 400 H PE V 2 A C C E OL 32'-0" OVERALL POLE HEIGHT 1) 40 0 SI L HT G SLA2 VISIONAIRE40OMH AME-2-T5-400-P-5-BOA6-BR-RPP 2 0 180 ACCORD 810-121-032T TYPE V 2 0 180 25' AFG CONCRETE POLE 32'-0" OVERALL POLE HEIGHT (2)MH400 480 SITE LIGHTING SLB2 VISIONAIRE AME-2-T4-400-P-5-BOA6-BR-RPP 2 0 180 ACCORD 810-121-032T 40OMH TYPE IV 2 0 180 25' AFG CONCRETE POLE 32'-0" OVERALL POLE HEIGHT 2 MH400 480 SITE LIGHTING SLBH VISIONAIRE AME-2-T4-400-P-5-BOA6-BR-RPP SINGLE ACCORD 810-121-032T SINGLE 40OMH TYPE IV 25' AFG CONCRETE POLE 32'-0" OVERALL POLE HEIGHT 1)MH400 480 SITE LIGHTING SLCH VISIONAIRE AME-2-T3-400-P-5-BOA6-BR-RPP SINGLE ACCORD 810-121-032T SINGLE 40OMH TYPE III 25' AFG CONCRETE POLE 32'-0" OVERALL POLE HEIGHT 1)MH400 480 SITE LIGHTING SLP1 ACCORD 810-0121-015T AME-1-T3-150-P-5-BOA6-BR-RPP SINGLE ACCORD 810-0121-015T SINGLE 15OMH TYPE III 11' AFG CONCRETE POLE 16'-0" OVERALL POLE HEIGHT 1 MH150 480 SITE LIGHTING SLP2 VISIONAIRE AME-1-T5-150-P-5-BOA6-BR-RPP 2 0 180 ACCORD 810-0121-015T 150 H TYPE V 2 0 180 11' AFG CONCRETE POLE 16'-0" OVERALL POLE HEIGHT (1)MH150 480 SITE LIGHTING EM LITHONIA EU2 2 HEAD EMERGENCY LIGHTING FIXTURE (2)5.5 277 EMERGENCY WITH INTEGRAL BATTERY BACKUP EMI EXITRONICS LL50H-N4 2 HEAD EMERGENCY LIGHTING FIXTURE (2)5.5 277 EMERGENCY WET LOCATION X1 EXITRONIX V902/V903-U-WBORC/RMOWH WITH INTEGRAL BATTERY BACKUP EDGE LITE EXIT SURFACE MOUNTED INCL 277 DETAIL AND CAR WASH EXIT WITH INTEGRAL BATTERY BACKUP LED X2 LITHONIA EXR EL THERMOPLASTIC EXIT SIGN INCL 277 EXIT WITH INTEGRAL BATTERY BACKUP LED X3 EXITRONICS THERMOPLASTIC EXIT SIGN ILX-R-EM-WH DAMP LOCATION INCL 277 EXIT DETAIL SHOP WITH INTEGRAL BATTERY BACKUP LED ELECTRICAL SHEET INDEX E001 Electrical Legend, Abbrev. and Notes E002 Electrical Specifications E100 Electrical Site Plan E101 Photometric Site Plan E102 Lighting Plan E103 Li htin Plan E104 Power/Systems Plan E105 Power/Systems Pion E106 Electrical Second Floor Plan El 06A Electrical Car Wash Power Plan E107 Electrical Roof Plan E108 Electrical Roof Plan E601 Electrical Riser Diagrams E602 Electrical Ughting LightingControl Details E701 Electrical Panel Schedules E702 Electrical Panel Schedules E703 Electrical Panel Schedules E704 Electrical Panel Schedules E801 Electrical Fire Alarm & Data Comm Riser Diagrams E901 Electrical Details ====j A *ALL LIGHTING SUBMITTALS TO BE REVIEWED AND APPROVED BY BRENT TALLY. 4 I 5 I 6 1 7 8 9 I 10 1 11 1 12 13 1 14 15 16 17 GENERAL NOTES THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE. TT M L K REFERENCE NOTES QQ TYPE 'CE' FIXTURES ARE UNSWITCHED EMERGENCY LIGHTING AND ARE NOT NORMALLY 'ON' OR ACTIVATED. THEY ARE ONLY ENERGIZED UPON LOSS OF BUILDING NORMAL POWER, VIA INTERNAL BATTERY INVERTER UNLESS INDICATED TO BE NIGHT LIGHT (NL), IN WHICH THE FIXTURE WILL BE ENERGIZED 24 HOURS PER DAY. �1 H ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 G UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. F _ /3\ 6.25.10 EQMT./MISC. REVISION 7PM DF( 5.10.10 OWNER COMMENTS ]PM DFG 11.15.09 ISSUED FOR PERMITTING E No. Date. Revisions/ Submisslon %0IA?,,1111 CK. ``�` tom, posf�fbfaybf®�� le��, 4798 anew !broad street : E ul 0 b orland�o, 0328:1 f I eflull ,aiYip II Ir:S pyYy?WY MYILN ;0 �f 407.398.6007 A0M7 3':"93,600,3 ', fbf�r✓ f irlY cr) `K✓ Q1 wrIbRVIiWLIMrp�rpolhprlhrpp vGANR,Ll"PIaVp;r �' ~ D fillIII C B A Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@abakerbarrios.com www.bakerbarrios.com AA0002981 R L HAI N E93 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL LEGEND, ABBREV. & NOTES PROJECT NO.: 090318.00 E001 P 10 -WTI L 14 H L0 J a i Q F M 00 0 0 N M N h Q .L LL E 0 a W 3 0 0 W 0 o GO D . o i ar w i U) 1D C �3 �o 0 _w P ayi t UI C U) 3 E I 0 of — 0 1 I 2 I 3 I 4 I 5 I 6 I 7 8 I 9 I 10 I 11 I 12 I 13 I 14 1 15 1 16 1 17 01 E100 ELECTRICAL SITE PLAN 111 = 601.011 51TE ELEG TM AL U I ILI I Y LtU LNU P U.G. PRIMARY POWER CONDUITS INSTALLED PER UTILITY SPECIFICATIONS. SE U.G. SECONDARY SERVICE ENTRANCE CONDUITS & FEEDERS INSTALLED AT 30" BELOW FINISHED GRADE, T U.G. SERVICE ENTRANCE TELEPHONE CONDUITS U.H, INSTALLED AT 30" BELOW FINISHED GRADE. TV U.G. TELEVISION CONDUITS INSTALLED AT 30" BELOW FINISHED GRADE. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 I 12 LONGEST RUN OF HIGHEST LOAD 2 x 12.9 x 11.60 AMPS x 900' = 269,352 480V x 3% = 14.40 14.40 CM = (18,705CM) #4 AWG = (41,740CM) TOTAL LENGTH 12 AMP LOAD W/84 AWO 41.740CM x 14.40 60.1056 =(1939'—O' W/ #4 AWG 2(12.9) x 1 (12 AMPS) 310 13 I 14 * ALL LIGHTING SUBMITTALS TO BE REVIEWD AND APPROVED BY BRENT TALLY. 15 1 16 1 17 M L K H G A E D C B 1 A 4,798 now broad mat, mite 30Q orlando, R 328tt 1 to 407 .W03 ffl Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax i nfoO ba ker ba rrios. corn www.bakerbarrios.com AA0002981 ...................................... L DAVID MAUS CHEVROLET 1150 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL SITE PLAN PROJECT NO.: 09031$.00 E100 GENERAL NOTES 1. ALL SITE LIGHTING POWER SHALL BE CONNECTED TO NEW 277/480V 30, 4 WIRE PANEL 'HP', AND CONTROLLED VIA RELAY PANEL 'SRP' LOCATED ADJACENT TO PANEL 'HP' IN ELECTRICAL ROOM #128. SEE LIGHTING CONTROL DETAILS ON SHEET E602. 2. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. REFERENCE NOTES O FLORIDA POWER AND LIGHT 277/480V, 30, 4W. WYE PAD MOUNTED UTILITY TRANSFORMER AND CONCRETE HOUSEKEEPING PAD. CONCRETE PAD INSTALLED BY FLORIDA POWER AND LIGHT REPRESENTATIVE PER UTILITY COMPANY REQUIREMENTS. UNDERGROUND PRIMARY SERVICE ENTRANCE CONDUITS. (2) 5" UNDERGROUND PVC CONDUITS WITH PULL WIRE COORDINATE MATERIAL, DEPTH, AND LOCATION WITH FPL PRIOR TO COMMENCING WORK. UTILIZE LONG RADIUS ELBOWS. TERMINATE AT PROPERTY LINE. COORDINATE TERMINATION AT ROADWAY WITH FPL COMPANY PRIOR TO BIDDING. O UNDERGROUND 277/48OV, 30., 4W. ELECTRICAL SECONDARY BUILDING SERVICE ENTRANCE LATERAL TO SERVICE ENTRANCE EQUIPMENT. SEE ONE—LINE ELECTRICAL RISER DIAGRAM DRAWING SHEET E601. FIELD COORDINATE THE EXACT ROUTING AND TERMINATION POINT PRIOR TO BIDDING. ® (1)3" UNDERGROUND CONDUIT BURIED 30" B.F.G. TO PROPERTY LINE FOR TELEVISION SERVICE ENTRANCE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TERMINATE AT PROPERTY LINE. CAP CONDUIT AND INSTALL MARKER. O (1)3", AND (1)2" SPARE, UNDERGROUND CONDUIT BURIED 30" B.F.G. TO PROPERTY LINE FOR TELEPHONE SERVICE ENTRANCE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TERMINATE AT PROPERTY LINE, CAP CONDUIT AND INSTALL MARKER. APPROXIMATE LOCATION OF MAIN TELEPHONE TERMINAL BOARD. SEE FLOOR PLANS FOR EXACT LOCATION. O APPROXIMATE LOCATION OF BUILDING MAIN ELECTRICAL DISTRIBUTION EQUIPMENT. SEE FLOOR PLANS FOR LOCATION. ® (1) 2" UNDERGROUND CONDUITS BURIED 30" B.F.G. TO POND DRY SLOPE FOR FUTURE USE, UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TEMINATE IN MAIN ELECTRICAL ROOM. CAP CONDUIT AND INSTALL IDENTIFICATION MARKER. O FIXTURE TYPES 'SLP1' AND 'SLP2' LOCATED BELOW HIGH VOLTAGE EASEMENT SHALL BE NO HIGHER THAN 12' —0" A.F.G. 10 (2)2" U.G. CONDUITS WITH PULL WIRE FOR IRRIGATION CONTROLLER ACCESS. INSTALL PULL WIRE, CAP AND IDENTIFY CONDUIT ORIGIN AND PURPOSE. 11 PROVIDE (4)2" UNDERGROUND CONDUITS BURIED 24" B.F.G. FOR FUTURE USE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TEMINATE AT MAIN TTB IN MAIN ELECTRICAL ROOM. CAP CONDUIT AND INSTALL IDENTIFICATION MARKER. 12 PROVIDE (2)4" UNDERGROUND CONDUITS BURIED 24" B.F.G. FOR FUTURE SIGNAGE USE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE AND CAP CONDUIT AND INSTALL IDENTIFICATION MARKER. 13 PROVIDE WEATHERPROOF IN—GRADE FLUSH MOUNTED JUNCTION BOX FOR FUTURE EQUIPMENT. PROVIDE BRANCH CIRCUITS AS NOTED. UTILIZE 6"x6" QUAZITE BOX. SECURE CIRCUIT AND IDENTIFY SOURCE AND VOLTAGE. 14 LOCATION OF SITE P.I.V. FLOW AND TAMPER SWITCH CONNECTION. FIELD VERIFY. 15 METER PEDESTAL. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 16 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2.31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25.10 EQMT./MISC. REVISION ]PM DFG 0 5.10.10 OWNER COMMENTS JPM DFG 0 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. 4,798 now broad mat, mite 30Q orlando, R 328tt 1 to 407 .W03 ffl Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax i nfoO ba ker ba rrios. corn www.bakerbarrios.com AA0002981 ...................................... L DAVID MAUS CHEVROLET 1150 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL SITE PLAN PROJECT NO.: 09031$.00 E100 J r -i a N co a 0 m N 0 to �L LL a i 0 cL 0 LLJ 3 -a 0 WI O 2 I GENERAL NOTES 1. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. REFERENCE NOTES O FIXTURE TYPES 'SLP1' AND 'SLP2' LOCATED BELOW HIGH VOLTAGE EASEMENT SHALL HAVE AN OVERALL HEIGHT NO GREATER THAN 12' —0" A.F.G. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION 7PM DFG Q 02.10.10 ADD'L PARKING 11,15,09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions D. CK. 4.799 new bmW s+r Arift s!udte 00 • orlando, Til 3;w M • • engineers 4073W.6003:�) TwowfAffl &Wkwoffho C%. PS Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax infofbakerberrios, com www.bakerbarrios.com AA0002981 Ft HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PHOTOMETRIC SITE PLAN PROJECT NO.: 000318.00 E101 J r-, 2 0- r4 N rn [V 0 0 .r_ LL aj tlj0 a fV O LU P N L 2 3 1.0 F E M7 B A 1 E102 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 iMEMO M■MOEM 1000 o�OIL mmm NNININ 0 IY■ ...�■IY . Y Y_ ■■■���■■■X11•■■1 ��■■■��■��Fa■���■��II�� �►! I•���I�� �IA1 �Y�rrrr�ww�r,�, ,i�F.. �....�.� I...�w..��... YIrAYIY�r rrrl I4rYI: ala�raYalnalnaYaYYwwwn�YYYwriYw 4 z LIGHTING PLAN 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 14 0 11 1 12 I 13 1 14 1 I 15 MATCH LINE 16 * ALL LIGHTING SUBMITTALS TO BE REVIEWED AND APPROVED BY BRENT TALLY. 17 17 111111111 N L M 3 H G F E GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 277/480V 30, 4 WIRE PANEL 'SRH', UNLESS NOTED OTHERWISE. 2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY LOCAL SWITCHING ARRANGEMENTS, ON THE SAME CIRCUIT A GENERAL LIGHTING IN SAME AREA, PER N.E.C. 3. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. 4. INTERIOR GENERAL LIGHTING CIRCUITS SRH -1, SRH -3, SRH -5, AND SRH -7 SHALL BE CONTROLLED VIA RELAY PANEL 'SRP' LOCATED ADJACENT TO PANEL 'HP' IN ELECTRICAL ROOM #128. SEE LIGHTING CONTROL DETAILS ON SHEET E602. REFERENCE NOTES O TYPE 'CE' FIXTURES ARE UNSWITCHED EMERGENCY LIGHTING AND ARE NE NORMALLY 'ON' OR ACTIVATED. THEY ARE ONLY ENERGIZED UPON LOSS OF BUILDING NORMAL POWER, VIA INTERNAL BATTERY INVERTER UNLESS INDICATED TO BE NIGHT LIGHT (NL), IN WHICH THE FIXTURE WILL BE ENERGIZED 24 HOURS PER DAY. O LOW VOLTAGE SWITCH CONNECTED VIA CAT5 CABLE TO RELAY PANEL 'RP2' IN ELECTRICAL ROOM #108 FOR GENEREAL LIGHTING CONTROL OVERRIDE DURING FACILITY "OFF" HOURS OF OPERATION. O EXTERIOR FIXTURE, CONTROLLED VIA RELAY PANEL. SEE DWG E602 FOR DETAILS. ® PRE—WIRE FOR 30 FAN IN CEILING. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC, AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. A 6.25.10 EQMT./MISC. REVISION ]PM DFG 0 5.10.10 OWNER COMMENTS JPM DFG 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions D. CK. 4798 inew broad street _suite 3,09C orlanda, til 8i I � 407.J .6007 II IL a rn it in e e it �: 407.3198, D03 ( wY'I��nIu��PW�U irI�Y�Y'VRJ�Ih�'IY�W,7;� t��AaR,�khVI�V'iY;"Y D C B A Architects S s �" /filld3afl��� 189 South orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 K L HAI N E93 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA LIGHTING PLAN PROJECT NO.: 090318.00 E 1 02 P L K H G J a a N A F 00 0 0 M _ N 0 IL a� E 0 m M O W O1 :fl a LU 0 a CO D a+ 0 H U W W a CA r- _ C ' B 1 1 2 1 3 1 4 1 5 I 6 I 7 1 8 1 9 10 11 K' 6 O I:I 1; H 0 1*6 `"LV Q 12 I 13 A .1 3 14 I 15 1 16 1 17 11" bOS 11 OF ANY LOCAL SWITCHING ARRANGEMENTS, ON THE SAME CIRCUIT M M 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. 18 18 ADJACENT TO PANEL 'HP' IN ELECTRICAL ROOM #128. SEE 4 COMPRESSOR 4 STORAGE ROOM. LOW VOLTAGE SWITCH CONNECTED VIA CAT5 CABLE TO RELAY M H SEE LIGHTING CONTROLS DETAIL ON SHEET E602. �3 WALL MOUNT AT 9'-0" A.F.F. i i K 3 KE KE K 8 HE Q EM1 M 4 C Barrios 8 WP 4 4 18 WWW.bakerbarr[os. cam - 6 DETAIL BAY 8 i i K EM1 1B a 3 WP Lj H a 4 4 4 M 4 EM1 18 a 18 a WP Q 0 6.25.10 EQMT./MISC. REVISION JPM DFG 0 5.10.10 OWNER COMMENTS ]PM DFG EM KE 8 REF DFS KE 11.15.09 K K K 6 Date 6 D. CK. 4 4 4 4 K K H 77 H 4 4 PARTSK 10 SHOP 145 6 K KE K KE 4 4 2 2 H K K K K KE 10 4 4 2 2 REM 6 6 KE 4� K 4 KE 2 K 2 HE &J � H (7171 10 rl K K 10 12 I 13 A .1 3 14 I 15 1 16 1 17 18 H 1® a WP EM1 M 0 18 18 18 EM K 18 0 3 HE 12 l:' 11 H H ® r 12 1 HE 1® H A 4& MATCHLINE .-r:-ra-ra-b- N r r * ALL LIGHTING SUBMITTALS TO BE REVIEWED AND APPROVED BY BRE NT TALLY. I KEY PLAN I E103 LIGHTING PLAN 1 1 2 1 3 1 4 1 5 6 7 1 8 9 1 10 1 11 12 1 13 14 1 15 16 17 I I M L m J H G F GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 277/480V 30, bOS 2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY LOCAL SWITCHING ARRANGEMENTS, ON THE SAME CIRCUIT M M 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. 18 18 ADJACENT TO PANEL 'HP' IN ELECTRICAL ROOM #128. SEE LIGHTING CONTROL DETAILS ON SHEET E602. COMPRESSOR OIL STORAGE ROOM. LOW VOLTAGE SWITCH CONNECTED VIA CAT5 CABLE TO RELAY M EM STORAGE 18 SEE LIGHTING CONTROLS DETAIL ON SHEET E602. �3 WALL MOUNT AT 9'-0" A.F.F. 18 18 3 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 189 South orange Avenue 18 B,aker Orlando, Florida 32801 Q EM1 M 18a C Barrios 8 WP info@bakerbarrios.com 18 WWW.bakerbarr[os. cam - a DETAIL BAY 1 M11 EM1 1B a 18 a WP Q�1 a 18 M M EM1 18 a 18 a WP 18 H 1® a WP EM1 M 0 18 18 18 EM K 18 0 3 HE 12 l:' 11 H H ® r 12 1 HE 1® H A 4& MATCHLINE .-r:-ra-ra-b- N r r * ALL LIGHTING SUBMITTALS TO BE REVIEWED AND APPROVED BY BRE NT TALLY. I KEY PLAN I E103 LIGHTING PLAN 1 1 2 1 3 1 4 1 5 6 7 1 8 9 1 10 1 11 12 1 13 14 1 15 16 17 I I M L m J H G F GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 277/480V 30, 4 WIRE PANEL 'PSH', UNLESS NOTED OTHERWISE. 2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY LOCAL SWITCHING ARRANGEMENTS, ON THE SAME CIRCUIT A GENERAL LIGHTING IN SAME AREA, PER N.E.C. 3. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. 4. GENERAL LIGHTING CIRCUITS PSH -6, 8,10,12,14,16, AND 18 SHALL BE CONTROLLED VIA RELAY PANEL 'SRP' LOCATED ADJACENT TO PANEL 'HP' IN ELECTRICAL ROOM #128. SEE LIGHTING CONTROL DETAILS ON SHEET E602. REFERENCE NOTES 0 LIGHTING CONTROL SWITCH FOR 2ND FLOOR LIGHTING, PARTS STORAGE ROOM. LOW VOLTAGE SWITCH CONNECTED VIA CAT5 CABLE TO RELAY PANEL 'RP2' IN ELECTRICAL ROOM #108 FOR GENEREAL LIGHTING CONTROL OVERRIDE DURING OFF HOURS OF OPERATION. SEE LIGHTING CONTROLS DETAIL ON SHEET E602. �3 WALL MOUNT AT 9'-0" A.F.F. 4 0 T N WALLS. O MOUNT EMERGENCY LIGHTING ON COLUMN, 3 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 189 South orange Avenue Suite 1700 B,aker Orlando, Florida 32801 407.926.3000 Tel C Barrios 407.926.3390 Fax info@bakerbarrios.com Architects WWW.bakerbarr[os. cam - AA0002981 0 6.25.10 EQMT./MISC. REVISION JPM DFG 0 5.10.10 OWNER COMMENTS ]PM DFG A 2.26.10 OWNER REVISIONS REF DFS 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissio 6111111/ddb D. CK. E 4798 new broad str- L • su�WN•'�r) ° 0 '� . � i O •r oriarnda, A 3S * lI�ii.',apy eu 00 S •CD noIrl Is e it �b,�,,1��. oc,1�Fy •.• �'� ��; � cn e PrIm err �s S� D 189 South orange Avenue Suite 1700 B,aker Orlando, Florida 32801 407.926.3000 Tel C Barrios 407.926.3390 Fax info@bakerbarrios.com Architects WWW.bakerbarr[os. cam - AA0002981 B I A Ft L HAI E93 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA LIGHTING PLAN PROJECT NO.: 090318.00 E103 1 1 7 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 I 14 W M L K H G 7 D 1 N I N N N I 1 I N I 1 1 N I N 1 N I w WpIp SSL -2 MATCHLINE -------------�"-I-----------wp----------- I I F11WIT, .�-!.�t�.'•.,�„ :�'"""'"" �'Mwwlrl�,:'+.�� .--�--�-`....-,,,1� �.�►•-..fir �Illw�`'^�MM�r�l�lw""a�N w ,«.err �""a�au.�.»'� .•wn RETAIL 4 3 CASHIER 51 122 12141 CONTROLLER 126 tl 2 CvFF 650 GE i 59 0 r -A- i 1z4 F 3.2 3 30 SRH -46:48:50 F_ I A I I I 1 I 1 I i t I I I I I I 15 I 16 I 17 I "FRCP" LIGHTING RELAY PANEL 'RP2' 1 I r 8 PANEL 'SRH' N SECT1 & 2 SRL-70 TF -SR PANEL 'SRL' SECT1 & 2 2-E104 I ENLARGED SHOWROOM ELECTRICAL ROOM ##109 1/4'I = 11-0'I t I 3 ; 3-E104 ENLARGED TELE/DATA ROOM *128 1 1/4f1 TELE/ i DATA I -128 L-74 WP J1Q, GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 120/208V 30, 4 WIRE NN PANEL 'SRL', UNLESS NOTED OTHERWISE. 2. INSTALL NEW FIRE ALARM DEVICES PER NFPA REQUIREMENTS. ; 11I DIVISION 16 CONTRACTOR SHALL COORDINATE EXACT MECHANICAL CL REQUIREMENTS WITH DIVISION 15 DRAWINGS. 4. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION 4708IhewwIE1m street PANEL AND DOWNSTREAM BRANCH CIRCUITS.. REFERENCE NOTES Qt MOUNT FIRE ALARM DEVICES ON MULLION OF STOREFRONT SYSTEM. O MOUNT NEW POWER, DATA AND TELEVISION RECEPTACLES AT 80" « � I orI�NnlnNi�p, COORDINATE WITH OWNER EXACT MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. O MOUNT JUNCTION BOX, FOR MOTORIZED PROJECTION SCREEN, 80" AFF, CONTRACTOR SHALL COORDINATE WITH OWNER EXACT is ni lih its MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. I CEILING FOR CEILING MOUNTED PROJECTOR. CONTRACTOR SHALL COORDINATE WITH OWNER EXACT MOUNTING HEIGHT AND LOCATION wluwnll�ll✓4PwlpwIRILIJSaw,larNANI�l"ILJwiY;">„ Iw S1 O LOCATE FLOOR OUTLET PER OWNER AND FURNITURE SUPPLIER DIRECTION. ® PROVIDE NEW BASE FEED JUNCTION BOX FOR POWER AND DATA FEEDS FOR SYSTEMS FURNITURE, CONTRACTOR SHALL COORDINATE F WITH FURNITURE SUPPLIER EXACT LOCATION AND SPECIFICATIONS PRIOR TO ROUGH -IN. Ln CEILING, CONTRACTOR SHALL COORDINATE WITH OWNER EXACT LOCATION PRIOR TO ROUGH -IN. Ln � goo N I I N 0 6.25.10 1 ]PM h 0 5.10.10 i ]PM o 2.26.10 I REF DFG 11.15.09 t to t ;F I E I t QJ � I I o CL I I a. I Lui — — — — — — — — — — — — — — — --,. — ---_-- w CM � 1 of i O 1 c D 1 DDD O I II CM 12 I r N I 0 I `> 1 O I UI C I 1 to 1 � I M I � I 1 I � I M QI j I O 1 co 1 00 N O O O v o B O C? Ca Q1 O N .C1 O c QJ In w c A c QJ 1-E104 POWER/SYSTEMS PLAN 1/8 = 1'-0" I I J * ALL FLOOR BOX LOCATIONS TO BE VERIFIED BY OWNER PRIOR TO CONCRETE POUR. COORDINATE ALL POWER/OUTLETS WITH OWNER PROVIDED FURNITURE PLAN. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 0 1L] M 0 K law G n-. GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 120/208V 30, 4 WIRE PANEL 'SRL', UNLESS NOTED OTHERWISE. 2. INSTALL NEW FIRE ALARM DEVICES PER NFPA REQUIREMENTS. 3. DIVISION 16 CONTRACTOR SHALL COORDINATE EXACT MECHANICAL F A REQUIREMENTS WITH DIVISION 15 DRAWINGS. 4. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION 4708IhewwIE1m street PANEL AND DOWNSTREAM BRANCH CIRCUITS.. REFERENCE NOTES Qt MOUNT FIRE ALARM DEVICES ON MULLION OF STOREFRONT SYSTEM. O MOUNT NEW POWER, DATA AND TELEVISION RECEPTACLES AT 80" « � A.F.F. FOR NEW FLAT PANEL TELEVISION. CONTRACTOR SHALL orI�NnlnNi�p, COORDINATE WITH OWNER EXACT MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. O MOUNT JUNCTION BOX, FOR MOTORIZED PROJECTION SCREEN, 80" AFF, CONTRACTOR SHALL COORDINATE WITH OWNER EXACT is ni lih its MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. ® MOUNT JUNCTION BOX AND DATA/COMM RECEPTACLE FLUSH IN CEILING FOR CEILING MOUNTED PROJECTOR. CONTRACTOR SHALL COORDINATE WITH OWNER EXACT MOUNTING HEIGHT AND LOCATION wluwnll�ll✓4PwlpwIRILIJSaw,larNANI�l"ILJwiY;">„ Iw PRIOR TO ROUGH -IN. O LOCATE FLOOR OUTLET PER OWNER AND FURNITURE SUPPLIER DIRECTION. ® PROVIDE NEW BASE FEED JUNCTION BOX FOR POWER AND DATA FEEDS FOR SYSTEMS FURNITURE, CONTRACTOR SHALL COORDINATE D�� WITH FURNITURE SUPPLIER EXACT LOCATION AND SPECIFICATIONS PRIOR TO ROUGH -IN. (7 MOUNT JUNCTION BOX, FOR MOTORIZED SLIDING DOOR ABOVE CEILING, CONTRACTOR SHALL COORDINATE WITH OWNER EXACT LOCATION PRIOR TO ROUGH -IN. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION ]PM DFG 0 5.10.10 OWNER COMMENTS ]PM DFG 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING g11I I E No. Date Revisions/ Submissions D. CK F A 4708IhewwIE1m street _ suit" �0 0 2. ��13291C « � orI�NnlnNi�p, 40' ]' .45007 SCI , is ni lih its a 99. p1 ('F)! J wluwnll�ll✓4PwlpwIRILIJSaw,larNANI�l"ILJwiY;">„ Iw + «N�®e D�� 0 B 1 A Architects '+ra 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 R L HAI N E48 LIN;plAilpll;ui.IIIIIIpIpIp161111iII..LIIIN,IIl1;Nllll, DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA POWER/SYSTEMS PLAN PROJECT NO.: 090318.00 E104 1 2 3 4 5 6 7 8 9 12 13 14 10 11 I I � � � I 15 I 16 I 17 P N M L 5 J H G J a f F Ln Lfl 00 0 0 N M — N 0 F QJ E 1; 0 0 - Ln 0 1-4LU A 10 LINE B Ln A E105 POWER/SYSTEMS PLAN 1/8.. 1 I 2 1 3 4 5 6 7 1 8 1 9 I 10 1 11 i A 6 INTERLOCK WP`s ® SSL -2 ----------=-- * COORDINATE ALL OUTLET LOCATIONS, NEMA CONFIGURATIONS AND ACTUAL ELECTRICAL CHARACTERISTICS WITH EQUIPMENT VENDOR AND OWNER PRIOR TO ROUGH -IN. A MATCH LI N E 12 1 13 1 14 1 15 16 17 R M 0 J I G F E D.0 ' k-0j"VAL 4 . GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO NEW 120/208V 30, 4 WIRE PANEL 'SSL', UNLESS NOTED OTHERWISE. 2. INSTALL NEW FIRE ALARM DEVICES PER NFPA REQUIREMENTS. 3. DIVISION 16 CONTRACTOR SHALL COORDINATE EXACT, MECHANICAL REQUIREMENTS WITH DIVISION 15 DRAWINGS. 4. THIS PROJECT IS IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANEL AND DOWNSTREAM BRANCH CIRCUITS. 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. CONTRACTOR SHALL EXTEND 3/4" CONDUIT WITH PULL STRING FROM EACH DATA OUTLET IN SERVICE SHOP UNDERGROUND AND STUB -UP TO DATA BACKBOARD IN TELE/DATA ROOM #133. 7. ALL CONDUIT TO BE INSTALLED WITHIN BLOCK WALLS. 4790 inew Ibroad sbramt. Orlando, M 328 M .398.6007 in e 8 irs 4073,W6003 i�wldNli�PY�iPrPNwVRw�rllhwmp�Aak,NG"aPir'JP i C B 1 A Architects �/11)IIIII%%%i 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarr[os.com AA0002981 F AI N IES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA POWER/SYSTEMS PLAN PROJECT NO.: 00038.00 E105 REFERENCE NOTES 0 MOUNT JUNCTION BOX AT ROOF STRUCTURE AND EXTEND ONE (1) 3#10 "SJO" CORD DOWN TO 30 AMP, 2 POLE NEMA L6-3OR TWIST -LOCK RECEPTACLE AT 5'-6" A.F.F. AND EXTEND ONE (1) 3#10 `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 D M 0 O T. Q2 MOUNT JUNCTION BOX AT ROOF STRUCTURE. EXTEND SJO HEAVY DUTY CORD (3)#10 AWG WITH STRAIN RELIEF TO A 125VAC DUPLEX OUTLET MOUNTED ON LIFT FRAME AT 72" A.F.F. TO BOTTOM. PROVIDE STRAIN RELIEF FITTINGS ON BOTH ENDS. ALL EQUIPMENT BY CONTRACTOR. TYPICAL FOR ALL LIFTS. 3 WIRE G.E. #4132-3 WITH STAINLESS STEEL COVERPLATE FURNISH MATCHING CORD AND PLUG SET FOR DRYER - CAROL #05655. ® PROVIDE POWER CONNECTION TO MOTORIZED LOUVER. COORDINATE WITH DIVISION 15 DRAWINGS. O MOUNT JUNCTION BOX ON WALL FOR MOUNTING OF TANK ALARM. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT. CONNECT AS DIRECTED BY SYSTEM SUPPLIER/INSTALLER. ® CONTRACTOR SHALL INSTALL #10 CONDUCTORS THROUGHOUT ENTIRE CIRCUIT. 7 PROVIDE CONNECTION TO DOOR MOTOR, DOOR CONTROLLER AND 3 ® PROVIDE COUNTERHEIGHT CONNECTION TO BENCHES WITH POWER AND DATA COMMUNICATION OUTLETS FROM BELOW GRADE. NOTE: BENCHES ARE AWAY FROM VERTICAL WALL SURFACES. FIELD COORDINATE THE EXACT LOCATION AND CONFIGURATION OF OUTLETS WITHIN MILLWORK PRIOR TO INSTALLATION. OU S IN LST GE R S BE NEC TO EL "LSD" 11 TERMINATE AT ROOF LINE WITH PULL WIRE. LABEL CONDUIT ORIGIN 12 TERMINATE BELOW PARTS COUNTER. LABEL CONDUIT ORIGIN. J 3 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 505 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. �3 6.25.10 EQMT./MISC. REVISION JPM DFG 0 5.10.10 OWNER COMMENTS JPM DFG 0 2.26.10 OWNER REVISIONS REF DFG LL11.15.09 ISSUED FOR PERMITTING . Date Revisions / Submissions D. CK. 4790 inew Ibroad sbramt. Orlando, M 328 M .398.6007 in e 8 irs 4073,W6003 i�wldNli�PY�iPrPNwVRw�rllhwmp�Aak,NG"aPir'JP i C B 1 A Architects �/11)IIIII%%%i 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarr[os.com AA0002981 F AI N IES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA POWER/SYSTEMS PLAN PROJECT NO.: 00038.00 E105 O w , 0 00 00 Cn 0 a 0 0 a 0 rn y n 1= v CA C C C CA 17 1 iR I 14 I 15 1 16 1 17 .479B inew (broad sbr , IMlim 3 cd I�rlano�. cd M i '�4ilkI ) a M' I ' wn ii ir. m I 4"I�&I¢I:i'kP rt�IV�Arr'Y��YI�p ��y�t'A�k�,lP�I111MY, All 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel Bari 10S 407.926.3390 Fax info@bakerbarrios.com Www.bakerbsrrios.Dom Architects AA0002981 Ft L HArL9 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL SECOND FLOOR PLAN PROJECT NO.: 090318-00 E106 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC , AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SMALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF 1S A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION JPM IOFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions D. CK. .479B inew (broad sbr , IMlim 3 cd I�rlano�. cd M i '�4ilkI ) a M' I ' wn ii ir. m I 4"I�&I¢I:i'kP rt�IV�Arr'Y��YI�p ��y�t'A�k�,lP�I111MY, All 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel Bari 10S 407.926.3390 Fax info@bakerbarrios.com Www.bakerbsrrios.Dom Architects AA0002981 Ft L HArL9 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL SECOND FLOOR PLAN PROJECT NO.: 090318-00 E106 M C C GJ p1 C w REFERENCE NOTES 1� MOUNT FIRE ALARM DEVICES BELOW IN ACCESSIBLE SPACE. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF 1S A CRIMINAL OFFENSE UNDER iB U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. -------- 4A M C C GJ p1 C w REFERENCE NOTES 1� MOUNT FIRE ALARM DEVICES BELOW IN ACCESSIBLE SPACE. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING: REPRODUCTION HEREOF 1S A CRIMINAL OFFENSE UNDER iB U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 6.25.10 EQMT./MISC. REVISION 3PM DFG 0 5.10.10 OWNER COMMENTS 3PM DFG 0 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. 41 inew Inroad ctreet ♦ • sulte 3100 Drl6r do, A 3281• ya • ea� ` • i''i1�1 4D7.398.6007BIW e.rL iI ini.S41'v,,;3'3.61'i) • �' • o 46 • • • • �wiW�p�piBI:�INW'�U 'iwp�Nl�rV'�"IipiY;p �i.�y�'hYp,iYG!�KIPiC;"g���, ' � •. �e/i°`s/0NAL 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com WWW . ba Kerba rri os. com AA0002981 Architects E L HIKES ��w1�;;IiiAliulaill;�It4LiLRll�I1.111aIa;lplp,Iplp:;IpI,L..; DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL ROOF PLAN PROJECT NO.: 090318.00 E108 J H o_ 4 n Ln CO 0 0 N m N n 0 C U. 0 a 0 to W rT v 0 w w I a 0 QD 00 CA O U _N W to C11 c 3 0 O a� s UI al m 0 0 0 00 0D 0n O O 0 CD CD O a .5 c a� 0 In c 0 c 01 c c E I REFERENCE NOTES Q PAD MOUNTED UTILITY TRANSFORMER WITH CONCRETE HOUSEKEEPING PAD CONSTRUCTED PER UTILITY COMPANY. FIELD VERIFY THE EXACT LOCATION PRIOR TO BIDDING. SECONDARY VOLTAGE IS 277/480 304W. ❑2 W.P. METER CAN MOUNTED ON 5"x5'x10'-0" LONG CONCRETE PEDESTAL Q W.P. 120V SHUNT TRIP PUSH BUTTON. VERIFY EXACT LOCATION WITH THE AUTHORITY HAVING JURISDICTION. (AHJ) 277/480V 30, 4W TVSS. LEA #SP SERIES. (BRANCH) 0 DRY TYPE TRANSFORMER, 48OV-120/208V, DELTA/WYE, 30, 4W. SEE TRANSFORMER SCHEDULE ON THIS SHEET FOR SPECIFIC SIZE. 120/208V 30, 4W TVSS. LEA #SP SERIES. (BRANCH) 0 4" HIGH CONCRETE HOUSEKEEPING PAD SIZED FOR OUTER FOOTPRINT PLUS 6' IN ALL DIRECTIONS. 78 120/208V 30, 4W NEMA 1 22KAIC 60DAMP ENCLOSED CIRCUIT BREAKER. ® 120/208V 30, 4W NEMA 1 22KAIC 400AMP ENCLOSED CIRCUIT BREAKER. 10 12"X12"X12'-0' LONG NEMA1 HINGED COVER WIREWAY. ALL TAPS PER N.E.C. 11 277/480V 30, 4W MAIN SERVICE ENTRANCE TVSS. LEA TRITON 300 SERIES. 12 PROVIDE (4)2-1/2" NIPPLES OUT OF THE BOTTOM AND TOP OF EACH PANELBOARD TO WIREWAY (ALL SECTIONS) 13 TAP FEEDER PER N.E.C. WITH INSULATED TAPS. LABEL ALL TAP CONDUCTORS AND FEEDERS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 4,290 now bid stroK Suite 300. arl�in,�N 32t1 fl l 407.3. x'{ an ina S.AII tw, w. Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 FtL HAINrLS DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL RISER DIAGRAMS PROJECT NO.: 090318.00 E601 6.25.10 EQMT./MISC. REVISION JPM DFG 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. 4,290 now bid stroK Suite 300. arl�in,�N 32t1 fl l 407.3. x'{ an ina S.AII tw, w. Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 FtL HAINrLS DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL RISER DIAGRAMS PROJECT NO.: 090318.00 E601 J a g V) �C In co 0 0 N 1 rn n 0 to LL 0 a O n LU Cn T r° I 1 i 2 I 1 4 1 S 1 Fi 1 7 I Q I 1 1n I ii I i7 tia 1 ,A 7 4798 new broad street :' � z a • sulbe 3'0 oflaindo, IIS 3,2914: V ��I� ��hiV�u�eV'xPM1TM✓ ���i� q � }� U 6 n i ir", 407398.6003 I(F't�yu� ri•. r Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel y 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO., 090318.00 E701 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ, AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25.10 EQMT./MISC. REVISION JPM DFG A 5.10.10 OWNER COMMENTS JPM DFG 0 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions D. CK. 4798 new broad street :' � z a • sulbe 3'0 oflaindo, IIS 3,2914: V ��I� ��hiV�u�eV'xPM1TM✓ ���i� q � }� U 6 n i ir", 407398.6003 I(F't�yu� ri•. r Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel y 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO., 090318.00 E701 I ME L K c I W 1 I-4 CL Ln CCp... V I° a C) ,mt N ° l r-4 Ln r^9 Q Rbi 6B1 ,y.}} E ci .*�qV VwY LU D A c I A c w c I 1 2 3 4 5 6 I I 7 I 8 1 9 1 10 1 11 1 1.2 1 13 SECTION1 RATING 400 AMP M.C.B, LUG LOCATION TOP A.I.C. 22KAIC PANEL SRL . SERVICE 120 Z208V, 3o,4W MOUNTING SURFACE TYPE SQUARE D NQOD CKT EQUIPMENT DATING 600 AMP M.L.O. 125 AMP M.L.O. BRANCLI CIRCUIT LUG LOCATION TOP LUG LOCATION TOP A.I.C. 25KAIC KVA CKT, BKR. ------........ -....... PANEL %"%ljRH S"Rom' NO SERVED POLE I TR 0 NEUT GND GOND 0 NO. SERVED POLE TR SERVICE NEUT 277 /48OV, 3o,4W GM OFFICE RECPTS 0.72 MOUNTING SURFACE 20 TYPE SQUARE D NF 1/2- A CKT EQUIPMENT KVA CKT, BKR. 1 BRANCH CIRCUIT 12 12 CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT 1 20 GOND NO SERVED POLE TR 0 NEUT GND GOND 0 NO. SERVED POLE TR 0 NEUT GND 1 RTU -1 13.75 3 60 6 -- 6 1. A 2 GENERAL LIGHTING 2.30 1 20 12 12 12 1 2" 3 -- 13.75 -- --6 SHOWROOM RECPTS - -- --B 12 4 GENERAL LIGHTING 2.90 1 20 12 12 12 1/2' 5 __:._- 13.75 -- __ 6 -- -- __ C 6 GENERAL LIGHTING 2.20 1 20 12 1.2 12 2°°7 1/2- 7 RTU --2 9.96 3 40 8 - 8 1.1 A 8 GENERAL LIGHTING 3.20 1 20 12 12 12 1/2- /2"9 9 9,98 -- -- 8 - - -- _- B 10 GENERAL LIGHTING 3.20 1 20 12 12 12 1 2" 11 -- 9,98 �� -- 8 - -- --- C 12 GENERAL LIGHTING 3.40 1 20 12 12 12 1/2" 13 RTU -3 11.09 3 50 6 -- 6 1- A 1 14 GENERAL LIGHTING 2.50 1 20 12 12 12 1/2" 15 -- 11.09 -_ --- 6 - --- --- 8 16 GENERAL LIGHTING 4.13 1 20 12 12 12 1/2- .......... 17 -- 11,09 -- ---- 6 --'-- -- --- C 18 GENERAL LIGHTING 3,80 _.... 1 .._...__..........................................._........,..-.-.......--......----...... 20 10 10 1 10 1/2- 19 RTU -4 9.42 3 35 8 -- 8 1" A 20 GENERAL LIGHTING 1,75 1 2O 10 _...._.... 10 10 1 2" 21 �® ...�......._.... ....__ 9.42 ..--_........ __ ............................... _..._ 8 ........_.................-----_ ._.._. _..__ ...................... __ .._........ B ...,............................... 22 SPACE ........�...._ �.._ _......____ _- ....._.�...... ____ .._.._. _.._ -- - 23-- 23_--- 9.42 __ _ 8 -- __ __ C 24 SPACE 1 1 20 12 12 1 12 1 2: _ 25 RTU -5 _ _.,__ _ 9.42 3 35 8 -- 8 1 "" A 26 EF -1 0.94 ---T- 20 12 - 12 3/4- 4"27 27 -- 9.42 __ -- 8 __ -- -- B 28 -- 0.94 _ __ 12 -- -- -- 29 - - 9.42 -- -- 8 __ -- -- C 30 -- 0.94 _ __ 12 - - -- 0.72 31 ERV -1 2.27 1 3 20 12 -- 12 3 4" A 32 EF -2 0.94 3 20 1 -- 12 3 4" 33 -- 2.27 _- _._ 12 __ _ __ B 34 -- 0.94 -- ---_ 12 __ -- 10 35 -- 2.27 -- -- 12 20 -_ -_ C 36 -- 0.94 -- -- 1.2 __ --- _- 37 TF -SR 13.96 3 175 2/0 -- 6 2" A 38 TVSS -mm 3 30 10 10 10 3/4- 4"39 39 112.5KVA 1196 -- -- 2/0 __ -- __ B 40 __ __ __ __ 10 -- _- -- 41 13.96 - _ __ t2; __ __ __ C 42 -- -_ _- __ 10 __ 1 2" C EQUIPMENT SERVED 1-- _-- _- ONN; LOAD LF DF DESIGN LOAD (KVA) REMARKS 1 1 __ -- EQUIPMENT SERVED B LIGHTING GONN. I __ LOAD LF 27,6 DESIGN 1.25 KVA) REMARKS 34.5 EQUIPMENT C EQUIPMENT SPARE 64,5 1 20 1.0 175.2 64,5 1,00 EQUIPMENT SERVED 175.2 ':PROVIDE LOAD LF DF DESIGN PANEL SRH' SECTION 2 N N' rCOw -:� 64.5 1.00 _ FED 64.5 PNL SRH, SECTIONI - PROVIDE GRND BUS & NEUTRAL BUS TRANSFORMER TF -SR 112.5KVA PROVIDE ISOLATED GROUND BUS 41.9 FIRST I OKW 0 100%, REMAINING @ 50% 1.00 N.E.C. 41,9 - PROVIDE TYPE WRITTEN DIRECTORY (4)#350 KCMIL, (1)#1/0 AWG, IN 4"C 9.5 ** 9.5 FED FROM PNL SRL, SECTIONI -- PROVIDE FEED THROUGH LUGS - PROVIDE. GRND BUS & NEUTRAL BUS -- PROVIDE TYPE WRITTEN DIRECTORY } r -_ __._....__...... 16 AMPS . _ TOTAL ..-..-.............._........-. 316.1 AWG, IN 4"C PANEL 'LCA' 5,8 1.00 5,8 SPARE & NEUTRAL BUS 380 AMPS SECTION1 RATING 400 AMP M.C.B, LUG LOCATION TOP A.I.C. 22KAIC PANEL SRL . SERVICE 120 Z208V, 3o,4W MOUNTING SURFACE TYPE SQUARE D NQOD CKT EQUIPMENT KVA CKT. BKR. 125 AMP M.L.O. BRANCLI CIRCUIT LUG LOCATION TOP CKT. EQUIPMENT KVA CKT, BKR. ------........ -....... BRANCH CIRCUIT S"Rom' NO SERVED POLE I TR 0 NEUT GND GOND 0 NO. SERVED POLE TR 0 NEUT GND GOND 1 GM OFFICE RECPTS 0.72 1 20 12 12 12 1/2- A 2 GENERAL RECPTS 0.54 1 20 12 12 12 /2"3 1/2- 3 GM RR GFI RECPT 0.36 1 20 12 12 12 1/2°" B 4 GENERAL RECPTS 0.72 1 20 12 12 12 1/2." 5 1 OFFICE RECPTS 0.72 1 20 12 12 12 1/2- C 6 SHOWROOM RECPTS 0.36 1 20 12 12 12 1/2" 7 OFFICE. RECPTS 0.72 1 20 12 12 12 1/2" A 8 FUTURE. EWC RECPT 0.50 1 20 12 12 12 1/2" 9 RR GA RECPTS 0.36 1 20 12 12 12 1/2-`4 8 10 SALES RECPTS 0.54 1 20 12 12 12 1/2" 11 JANITOR RECPT 0.18 1 20 12 12 12 1/2- 1 C 12 SALES RECPTS O.54 1 20 12 12 12 112." 13 VENDING RECPT 1.00 1 20 12 12 12 1/2r A 14 SALES RECPTS 1.08 1 2O 12 12 12 1/2°° ............... 15 ........................................................................................... VENDING RECPT ....................... 1.00 ...................... 1 ............... 20 ............... ..................... 12 12 .................. 12 ..................._....................... 1/2" 8 ..................... 16 ..................................................................,............................... GALL CNTR RECPTS ........................ 0.90 ....,................. 1 ................ 20 ................._... ....................... 12 ........-......... 12 1--2----- 2 .............._ f! ..... 1 2 17 17 TV RECPT 0.50 1 20 12 12 12 1/2- C 18 CALL CNTR RECPTS 3,34 1 20 12 12 12 1/2" 19 CUST LOUNGE RECPTS 0.36 1 20 12 12 12 1/2- A 20 CALL CNTR RECPTS - _0.90 0.72 1 20 12 12 12 1/2" 21 TV RECPT 0.50 1 20 12 12 12 1/2" B 22 CALL CNTR RECPTS 0.72 1 20 12 12 12 1 2 .�.�...... 23 ...............m........................._...................�......._... OUST RECPTS ........................................, 0.72 1 .........,................................•....... 20 12 ........,.................................................. 12 12 1/2" C ..............._,...__.._............._.,..........................,..__ 24 BREAK RM RECPTS 0.36 1 20 12 ..,..,......_.._......_ 12 12 ._._...8.......,.,.,,., 1/2" 25 OUST RECPTS 0.72 1 1 20 12 12 1 12 1 2: A 26 GFI COUNTER RECPTS 0.36 1 20 12 12 12 1/2" 27 COUNTER QUAD RECPT 0.36 1 20 12 12 12 1/2" B 28 VENDING RECPT 1.00 1 20 12 12 4.00 1 29 COUNTER QUAD RECPT 0.36 1 20 12 12 12 1 l 2" C 30 VENDING RECPT 1.00 1 20 12 12 12 1/2" 31 SERVICE ADV RECPTS 0.72 1 20 12 12 12 1/2" A 32 VENDING RECPT 1,00 1 20 12 12 12 1/20 33 SERVICE ADV RECPTS 0.72 1 20 12 12 12 1/2" B 34 EWH 4.5KW_ 2:25 2 30 10 ---- 10 1/2" 35 SERVICE ADV RECPTS 0,54 1 20 12 12 12 1/2* C 36 -_- - 2.25 --_- --- 10 -- -- - 37 OFFICE RECPTS 0.72 1 20 12 12 12 1/2" A 38 TVSS ....... 3 .30 10 10 10 3/4" 39 SPARE ---- 1 20 -- -- -- ---- 8 40 --- -- -- -- 10 -- -- -- 41 1 ELEC ROOM RECPT 0.50 1 1 20 12 12 12 1 2" C 42 1-- _-- _- -- 1 10 - -- lax0=1 #0 RECEPTACLES AND EQUIPMENT 22,5 * 16.3 .................................................................................................................................................................................................................................... _............................._...................................................... _... OTHER EQUIPMENT PANEL 'SRL' SECTION 2 23.1 1.00 23.1 * FIRST 1OKW 0 100%° REMAINING @ 50% PER N.E.C. TOTAL 44.3 SPARE - PROVIDE GRND ESUS & NEUTRAL BUS -- PROVIDE TYPE 'WRITTEN DIRECTORY - PROVIDE FEED THROUGH LUGS 1 14 15 16 17 -........ . ........... --........ ------- _---- .-------------- . SECTIOi RATING 125 AMP M.L.O. .... LUG LOCATION TOP A.I.C. 22KAIC - - ..... ..... ............... _-__-.......... 25KAIC --...... ------........ -....... PANEL PANEL S"Rom' SERVICE 120 Z208V, 3o,4W .277 Z48OV, MOUNTING SURFACE TYPE SQUARE D NQOD TYPE 'EQUIPMENT KVA CKT. CKT EQUIPMENT KVA CKT. BKR. CKT. EQUIPMENT BRANCH CIRCUIT CKT. BKR; BLANCH CIRCUIT SERVED EQUIPMENT KVA CKT. IKR, ERANCH CIRCUIT 0 NEUT NO SERVED NO, SERVED TR 0 NEUT GND GOND TTB2 QUAD RECPT NO, SERVED 1 POLE TR 0 NEUT GND GOND 43 VAV 1-1 2.67 3 5 MIN 12 -- 12 1/2" A 44 VAV 3-1 3,00 1 20 12 12 12 1 2" 45 QUAD RECPTS 2.67 -- --- 12 -- �mwmv --_- B 46 VAV 3--2 1.67 3 20 12 -- 12 1/2- /2°'47 QUAD RECPTS _ _ 2,67 _--- _._ 12 _._. ____ .___.. C 48 _._ 1.67 ---- ___. 12. _._.. _...... _ _ ';QUAD RECPTS VAV 1-2 2.67 3 20 12 -- 12 1/2" A 50 - 1.67 -- -- 12 - - -- - - 51 - 2.67 ._.---- ____ 12 .... __ __... ........ 8 52 VAV 3-3 3,00 1 20 12 12 12 1/2" 53 -- 2.57 -- -- 12 -- SPARE -- C 54 VAV 3-4 2.00 1 20 12 12 12 1/2' 55 VAV 1-3 3.34 3 20 12 -- ----------------- 1/2" A 56 VAV 3 5 1.50 3 20 12 -- 1 12 1/2- /2" 57 57 -- 3,34 _.._ _..- 12 - May. { ®®® 8 58 --- 1.50 -- -- 12 _- -- ` �IIr 0.60 ... .................................................................................................................... 3.34 20 12 12 12 1/2- /259 . C 60 - 1.50 w......._ ......12._ 12 61 VAV 1-4 3.00 1 20 12 12 12 1 2" A62 VAV 3-6 1.83 3 20 12 - 12 1 2", 63 VAV 1- 4.00 1 20 12 12 12 1/2- 8 -- -- 1.83 -- -- 12 -- �- 20 65 VAV 1-6 3.00 1 20 12 12 12 1/2"" C 661.83 -_ __ 12 __ -- -_ 67 SPACE -- -- -- -- -- - -- A 68 VAV 3--7 4.00 1 20 12 12 12 1/2- /2"69 69 SPACE -- -- --- -- -- -- - - B 70 VAV 3-8 1.50 1 20 12 12 12 1/2- 71 SPACE __ __ __ -- -- - -- C 72 SPARE --- 0.36 1 20 12 73 SPACE -- -- -- _ -- -- -- A 74 SPARE -- 1 20 -- -- -- -- 75 ISPACE - - -- -- -- -- -- -- B 76 SPARE -- 1 20 -- -- -- -- 77 SPACE __ __ __ __ _ __ C 78 SPARE - 1 20 --- 8 79 SPACE - - -- _ - -- - - A 80 SPARE -- 1 20 -- -- - - -- 81 SPACE _ _ __ __ __ __ __ 8 82 EQUIPMENT SERVED 3 1 20 1 6 83 SPACE 80 FUTURE' EQUIPMENT �REMARKS 1 20 12 12 12 C lax0=1 #0 SPARE -- 1 1 __ -- EQUIPMENT SERVED B 82 GONN. I __ LOAD LF DF DESIGN EQUIPMENTMIMI OTHER KVA) REMARKS 1.93 EQUIPMENT C 84 SPARE 64,5 1 20 1.0 64,5 EQUIPMENT SERVED ':PROVIDE LOAD LF DF DESIGN GRND BUS & PROVIDE ■ WRITTEN N N' rCOw -:� LIGHTING _ FED FROM PNL SRH, SECTIONI 0.6 1.25 PROVIDE ISOLATED GROUND BUS FIRST I OKW 0 100%, REMAINING @ 50% PER N.E.C. RECEPTACLES TOTAL (4)#350 KCMIL, (1)#1/0 AWG, IN 4"C 9.5 ** 9.5 FED FROM PNL SRL, SECTIONI - PROVIDE. GRND BUS & NEUTRAL BUS -- PROVIDE TYPE WRITTEN DIRECTORY } r 7.0 --.................---...................................... 16 AMPS . 1 14 15 16 17 -........ . ........... --........ ------- _---- .-------------- . SECTIOi RATING _ .. 600 AMP M.L.O, .... ..................... ........ ...... --...... W.. .............. -- LUG LOCATION TOP ..... -.................. -_... ........ - A.I.C. - - ..... ..... ............... _-__-.......... 25KAIC --...... ------........ -....... PANEL S"Rom' SERVICE 120 SERVICE .277 Z48OV, 3o,4W TYPE SQUARE D MOUNTING SURFACE TYPE SQUARE D NF KVA CKT. CKT EQUIPMENT KVA CKT. BKR. CKT. BRANCH CIRCUIT CKT. BKR; BLANCH CIRCUIT CKT, EQUIPMENT KVA CKT. IKR, ERANCH CIRCUIT 0 NEUT NO SERVED NO, POLE TR 0 NEUT GND GOND 0 NO, SERVED 1 POLE TR 0 NEUT GND GOND 43 VAV 1-1 2.67 3 20 12 -- 12 1/2" A 44 VAV 3-1 3,00 1 20 12 12 12 1 2" 45 - 2.67 -- --- 12 -- ---- --_- B 46 VAV 3--2 1.67 3 20 12 -- 12 1/2- /2°'47 447 _ _ 2,67 _--- _._ 12 _._. ____ .___.. C 48 _._ 1.67 ---- ___. 12. _._.. _...... _ _ 49 VAV 1-2 2.67 3 20 12 -- 12 1/2" A 50 - 1.67 -- -- 12 - - -- - - 51 - 2.67 ._.---- ____ 12 .... __ __... ........ 8 52 VAV 3-3 3,00 1 20 12 12 12 1/2" 53 -- 2.57 -- -- 12 -- -- -- C 54 VAV 3-4 2.00 1 20 12 12 12 1/2' 55 VAV 1-3 3.34 3 20 12 -- 12 1/2" A 56 VAV 3 5 1.50 3 20 12 -- 1 12 1/2- /2" 57 57 -- 3,34 _.._ _..- 12 - -- -- 8 58 --- 1.50 -- -- 12 _- -- -- RETAIL TRACK LTG 0.60 ... .................................................................................................................... 3.34 20 12 12 12 1/2- /259 . C 60 - 1.50 w......._ ......12._ 12 61 VAV 1-4 3.00 1 20 12 12 12 1 2" A62 VAV 3-6 1.83 3 20 12 - 12 1 2", 63 VAV 1- 4.00 1 20 12 12 12 1/2- 8 -- -- 1.83 -- -- 12 -- �- 20 65 VAV 1-6 3.00 1 20 12 12 12 1/2"" C 661.83 -_ __ 12 __ -- -_ 67 SPACE -- -- -- -- -- - -- A 68 VAV 3--7 4.00 1 20 12 12 12 1/2- /2"69 69 SPACE -- -- --- -- -- -- - - B 70 VAV 3-8 1.50 1 20 12 12 12 1/2- 71 SPACE __ __ __ -- -- - -- C 72 SPARE --- 0.36 1 20 12 73 SPACE -- -- -- _ -- -- -- A 74 SPARE -- 1 20 -- -- -- -- 75 ISPACE - - -- -- -- -- -- -- B 76 SPARE -- 1 20 -- -- -- -- 77 SPACE __ __ __ __ _ __ C 78 SPARE - 1 20 --- 8 79 SPACE - - -- _ - -- - - A 80 SPARE -- 1 20 -- -- - - -- 81 SPACE _ _ __ __ __ __ __ 8 82 SPARE: 3 1 20 1 6 83 SPACE 80 FUTURE' EQUIPMENT 1.20 1 20 12 12 12 C 84 SPARE -- 1 1 __ -- EQUIPMENT SERVED B 82 GONN. I __ LOAD LF DF DESIGN LOAD KVA) REMARKS 1.93 EQUIPMENT C 84 SPARE 64,5 1 20 1.0 64,5 EQUIPMENT SERVED GONN, LOAD LF DF DESIGN LOAD (KVA) REMARKS LIGHTING _ FED FROM PNL SRH, SECTIONI 0.6 1.25 0.8 RECEPTACLES (2)SETS (4)#350 KCMIL, (1)#1/0 AWG, IN 4"C 9.5 ** 9.5 FED FROM PNL SRL, SECTIONI - PROVIDE. GRND BUS & NEUTRAL BUS -- PROVIDE TYPE WRITTEN DIRECTORY ............................................................................................................. TOTAL_ f 64.5 r :_ SECTION2 RATING 400 AMP M.L.O. LUG LOCATION TOP A.I,C. 22KAIC 1p j"' ANEL SRL SERVICE 120 Z208V, 3o,4W MOUNTING SURFACE TYPE SQUARE D NQOD CKT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR; BLANCH CIRCUIT NO SERVED POLE I TR 0 NEUT GND GOND 0 NO, SERVED POLE TR 0 NEUT GND GOND 43 ERVC MNGR RECPT 0.72 1 20 12 12 12 1/2" A 44 GFI EXTERIOR RECPTS 0.36 1 20 12 12 12 1/2- 45 SRVC FILES RECPTS 0.54 1 20 12 12 12 1/2" B 46 SHOWROOM RECPTS 0,72 1 20 12 12 12 J/- 247 47 GEN OFFICE RECPTS 0.36 1 20 12 12 12 1 2" C 48 SHOWROOM RECPTS 0.36 1 20 12 12 12 1/2" 49 GEN OFFICE RECPTS 0.54 1 20 12 12 12 1/2" A 50 SPARE -- 1 20 -- -- -- -- 51 CASHIER RECPTS 0.72 1 20 1 12 12 1 12 1/2" B 52 SPARE - - 1 20 -- -- -- -- 53 RETAIL RECPTS 0.54 1 20 12 12 12. 1/2- C 54 SPARE - 1 20 - - - - 55 CO NF TRNG RECPTS 0.72 1 20 12 12 12 1 2 " A 56 SPAR E -- 1 20 -- -- -- - 57 CONF TRNG RECPTS 032 1 20 12 12 12 1/2- 8 58 RETAIL TRACK LTG 0.60 1 20 12 12 12 1/2- /259 59 CONF TRNG RECPTS 0.72 1 20 12 12 12 1 /2" C 60 SPARE -- 1 20 _- -- - ..61 TV RECPTS -Tl--FV- 0.50 1 20 12 12 12 1 /2" A 62 SPARE -- 1 20 - -- -- - 63 MOTORIZED SCREEN 0.50 1 20 12 12 12 1/2" B 64 SPARE - 1 20 -- -- - ................._......,........................... 65 PROJECTOR _................... .................. 0.50 1 .-.......-. 20 ._.... 12 ...............�.. 12 ........._......._....._............. 12 1/2" C T 66 m SPARE �_ ...._...._............_ ._..... 1 20 S I C S 0. 0 2 1 A 68 ROOFTOP GA RECPTS 0,36 1 20 12 12 12 1 2" 69 SERVICE ADV RECPTS 0.72 1 20 12 12 12 1 1/2- B 70 IROOFTOP GFI RECPTS 0.36 1 20 12 12 12 1/2" " 1 OO _ iii 00 1 12 1' 1 2" C 72 ROOFTOP GFI RECPTS 0.54 1 20 12 12 12 1/2"' 0'07 S AR --1 20 -- -- -- -- A 74 EXTERIOR GFI RECPTS 0.72 1 20 12 12 12 1_/2 75 SPARE_ -- 1 20 -- -- -- --- 8 76 FUTURE EQUIPMENT_- 1.20 1 20 12 12 12 1/2- /2"77 _m 77 SPARE - - 1 20 -- - - - C 78 .._._. FUTURE EQUIPMENT 1.20 1 20 12 12 12 1/2" 79 PANEL 'LCA 1.93 3 125 1 1 6 2 A 80 FUTURE' EQUIPMENT 1.20 1 20 12 12 12 1/2" 81 - 1.93 - -- 1 __ -- -- B 82 ISPARE I __ 1 20 -- 83 1.93 C 84 SPARE 1 20 EQUIPMENT SERVED GONN, LOAD LF DF DESIGN LOAD (KVA) REMARKS LIGHTING 0.6 1.25 0.8 RECEPTACLES 9.5 ** 9.5 FED FROM PNL SRL, SECTIONI ..................... ..... ...... .... ...... ...................-----•............----........................_... OTHER EQUIPMENT ............................................................................................................. 7.0 --.................---...................................... 1,00 - 7.0 ..-..-.............._........-. (4)500KCMIL., (1)3 AWG, IN 4"C PANEL 'LCA' 5,8 1.00 5,8 - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY FIRST 1OKW 0 100%, REMAINING 0 50% PER N,E.C, TOTAL 23,1 SPARE 64 AMPS 0 Ia 12 L i 2 AU'. IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIQ5 ARCHITECTS, INS; . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR. USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE. OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOFVER WITHOUT THF WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPR13DUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 19 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET" MISAPPROPRIATION IN VIOLATION OF 1,0;.24-7-31-1. ET, SEQ. AND OTHER € AWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSFO HEREIN MAY BE PATENTED OR BE THE SUBJECTOF PENDING PATENT' APPLICATION. F I��IIYYW �I� IDI III. ILII i it 1 �I �� °nn U�jfl: I', - HIM All �I DA1 %,®- NF A/y4�0 4798 new broad street 10 s uife 300 Cie V1II9in'If,, I�1 ,191 C °IG:UVJiI�J�IVh1„SPVIiIIVINUVYf,PN,�pkl�YdV?GIVVV:VV'" Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrias.com www.bakerbarrios.com AA0002981 malm DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO.: E703 090318.00 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PIANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ, AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION ]PM DFG 0 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. %,®- NF A/y4�0 4798 new broad street 10 s uife 300 Cie V1II9in'If,, I�1 ,191 C °IG:UVJiI�J�IVh1„SPVIiIIVINUVYf,PN,�pkl�YdV?GIVVV:VV'" Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrias.com www.bakerbarrios.com AA0002981 malm DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO.: E703 090318.00 J H i O_ 2 �L Q 01 Ln CO O rl 0 rV c1 N h 0 LL 0 CL 0 W 6 4748 in wr abroad Dues nu " P sulbe. OD 407,398.16007 in.) VAC in ii n a Ir.S 07.; 9SA00 wPrl�t41YwP �,pawVrwi4w.P wN�l"VI�r� gg.. iS 189 South Orange Avenue Suite 1700 Ba Orlando, Florida 32801 ker---- 407.926.3000 Tel Bar 10S 407.926.3390 Fax info@bakerbarrios.com www,bakerbarrios.com Architects AA0002981 Ft L HAINES ,a DAVID MAU S CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO.: 090318.00 E704 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS: INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25.10 EQMT./MISC. REVISION JPM DFG A 2.26.10 OWNER REVISIONS REF DFG 11.15.09 ISSUED FOR PERMITTING No. Date Revisions /Submissions D. CK. 4748 in wr abroad Dues nu " P sulbe. OD 407,398.16007 in.) VAC in ii n a Ir.S 07.; 9SA00 wPrl�t41YwP �,pawVrwi4w.P wN�l"VI�r� gg.. iS 189 South Orange Avenue Suite 1700 Ba Orlando, Florida 32801 ker---- 407.926.3000 Tel Bar 10S 407.926.3390 Fax info@bakerbarrios.com www,bakerbarrios.com Architects AA0002981 Ft L HAINES ,a DAVID MAU S CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL PANEL SCHEDULES PROJECT NO.: 090318.00 E704 112 1A iS 1F I 17 w 4798 new broad street ! suilte 300 oflaindo,, in 12814 10 �'�I � 407.3-90,i ' (p) �Ca e (1 i.ne wrsy 407.3 .600..3 (F) Q� •t Iwwtw`YirR'swv�Ywpliw��ytwitw�ti;arwgw'"' U k Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrius.com www.bakerbarrios.com AA0002981 DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL FIRE ALARM & DATA/COMM RISER DIAGRAMS PROJECT NO.: 090318.00 E801 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING, REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C, SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2.31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. A 6.25.10 EQMT./MISC.. REVISION ]PM DFa 11.15.09 ISSUED FOR PERMITTING No. date Revisions/ Submissions ,alta! ! /Iq,flj CK. 4798 new broad street ! suilte 300 oflaindo,, in 12814 10 �'�I � 407.3-90,i ' (p) �Ca e (1 i.ne wrsy 407.3 .600..3 (F) Q� •t Iwwtw`YirR'swv�Ywpliw��ytwitw�ti;arwgw'"' U k Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrius.com www.bakerbarrios.com AA0002981 DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ELECTRICAL FIRE ALARM & DATA/COMM RISER DIAGRAMS PROJECT NO.: 090318.00 E801 P M M L 17 J 1 G a Ci Ln F 0 ci+ 0 a N M _ r. 0 E 0 i£ 0 R v+ - 0 0I a go D rq a+ 0 E a CR C _ Le 0 a� 0 0 O o B 0 0 0 rn 0 .o 0 in c A 0 C (11) Z' C a� CA C 1.4 I 1 I 2 I 3 I 4 I 5 6 ) 7 I 8 I 9 I 10 I 11 I 12 I 13 14 15 1 16 1 17 ELECTRIC WATER HEATER SCHEDULE PLUMBING GENERAL NOTES 1, ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE 13. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL INSUL WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE AD EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND PIPE SECTION -SUPPLY GOVERNMENTAL BODIES HAVING JURISDICTION INCLUDING BUT NOT IRON PIPE SIZE MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL ABOVE FINISHED FLOOR LIMITED TO: 2007 FLORIDA BUILDING CODE, 2007 FLORIDA FIRE INV VACUUM BREAKERS WHERE REQUIRED BY CODE. AP PREVENTION CODE, NATIONAL ELECTRIC CODE 2002 EDITION. 54-7/8" x 20-1/2" AO SMITH DEN -50 ARCH 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING 2, THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN AUTO AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND DIRECTION OF FLOW IN PIPE SUFFICIENT TIME TIME TO AVOID DELAYING THE COMPLETION OF THE LENGTH APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AUXILIARY PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A LB/HR AND/OR EQUIPMENT. BCW JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. PIPE UP LBS 3. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON 15. ALL SANITARY PIPING OVER 2" IN DIAMETER SHALL HAVE A 1/8" PER LIN FT CIVIL DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS BTUH FOOT AND ALL SANITARY PIPING 2" OR LESS IN DIAMETER SHALL HAVE . PIPEDOWN TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON MAXIMUM A 1/4" PER FOOT SLOPE UNLESS OTHERWISE NOTED. BACK WATER VALVE DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS MBH THOUSANDS, BTUH CD TO SITE UTILITIES. (INC. CLEAN -OUTS, INCREASES, BACKWATER VALVES, 16. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND - -SEC- - ETC.) CEILING FITTINGS UNLESS NOTED OTHERWISE. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING 17• CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH EXPANSION JOINT FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. MINIMUM NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF CLEAN-OUT 2" MTD. NEW SEWER LINE. 5. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF FLEXIBLE PIPE CONNECTOR MV MIXING VALVE DRAINS. 18. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR NIC NOT IN CONTRACT COND INTAKES. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES, NUMBER CONT CONTINUATION 19, INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR 7. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH CHECK VALVE, HORIZONTAL SWING BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE POUNDS PER SQUARE INCH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR CUBIC INCHES FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING PVC PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING CW AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE BALANCING VALVE PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND RISE MANUFACTURERS - SOIUX CHIEF, PRECISION PLUMBING PRODUCTS DRAIN LINE LOCATION APPROVED BY STRUCTURAL ENGINEER. RD INC., FOR 1-11 F.U.'S PROVIDE PDI -A, 12-32 F.U.'S PDI -B, 33-60 EL ELEVATION PRESSURE RELIEF VALVE (WATER) F.U.'S PDI -C, 61-113 PDI -D. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING ELECTRIC PRESSURE REDUCING VALVE RM AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS, 20. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER SINK ALL PENETRATION FOR ALL PIPING THRU FLOOR SLAB SHALL BE REVOLUTIONS PER MINUTE ARRESTORS AS SPECIFIED. EXTERIOR CLEANOUT WATERPROOFED. RV RELIEF VALVE FCO FLOOR CLEANOUT 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLOOR DRAIN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR SRL SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR FG CEILING TYPES. HEREIN SPECIFIED OR OTHERWISE. SPECIFICATION FIN FL FINISHED FLOOR VALVE OS & Y 22. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC 10. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN ELKAY LRQ2521 25"x21" SINGLE COMPARTMENT SINK, 8" DEEP BOWL, 18 GAUGE, TYPE 304 NICKEL WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. STORM CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH FEET PER MINUTE CAPPED LINE TD ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE 23. PRESSURE REDUCING VALVES SHALL BE INSTALLED WHEN THE SANITARY SEWER (ABOVE GRADE) EXPOSED. TEMPERATURE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. IT IS RECOMMENDED THAT GAUGE SANITARY SEWER (BELOW GRADE) ALL CHROME FINISH, PULL-OUT SPRAY WITH 5' HOSE, CERAMIC CONTROL COMPONENTS. A VELOCITY BETWEEN 5 AND 8 PER SECOND BE MAINTAINED. 11. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" DOMESTIC COLD WATER TYP TYPICAL ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 24. PROVIDE CLEAN OUTS AS REQUIRED BY CODE AND AHJ. PROVIDE AT INTERVALS AS REQUIRED BY CODE AND AHJ. PROVIDE CLEAN OUTS AT 12. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF VENT LINE THE BASE OF SANITARY STACKS, STORM LEADERS, CONDENSATE DRAIN GALLONS PER HOUR DISSIMILAR METALS. _ --SEE7- RISERS AND GREASE WASTE DRAINS MINIMUM 24" ABOVE FLOOR. ELECTRIC WATER HEATER SCHEDULE ABBREVIATIONS TYPE A AMPERES RECOVERY 0 80'F RISE INSUL INSULATION AD ACCESS DOOR PIPE SECTION -SUPPLY IPS IRON PIPE SIZE AFF ABOVE FINISHED FLOOR 50 INV INVERT ELEVATION AP ACCESS PANEL 54-7/8" x 20-1/2" AO SMITH DEN -50 ARCH ARCHITECTURAL EEMAX KW KILOWATT AUTO AUTOMATIC DIRECTION OF FLOW IN PIPE L LENGTH AUX AUXILIARY PITCH PIPE DOWN IN DIRECTION OF ARROW LB/HR POUNDS PER HOUR BCW BOOSTED COLD WATER PIPE UP LBS POUNDS BLDG BUILDING LIN FT LINEAR FEET BTUH BRITISH THERMAL UNITS PER HOUR . PIPEDOWN MAX MAXIMUM BWV BACK WATER VALVE OWNER REVISIONS MBH THOUSANDS, BTUH CD CONDENSATE DRAIN PIPE ANCHOR 2 - -SEC- - CLG CEILING PIPE GUIDE MC MECHANICAL CONTRACTOR GREASE SEWER (BELOW GRADE) --�-E� EXPANSION JOINT MIN MINIMUM CO CLEAN-OUT 2" MTD. MOUNTED COMB COMBINATION FLEXIBLE PIPE CONNECTOR MV MIXING VALVE COMPR COMPRESSOR NIC NOT IN CONTRACT COND CONDENSATE OR CONDENSER BALL VALVE NO. NUMBER CONT CONTINUATION NTS NOT TO SCALE CU FT CUBIC FEET CHECK VALVE, HORIZONTAL SWING PSI POUNDS PER SQUARE INCH CU IN CUBIC INCHES L-2 PVC POLYVINYL CHLORIDE CW COLD WATER (CITY) BALANCING VALVE R RISE D DRAIN LINE STRAINER, Y -TYPE AND BLOWOFF VALVE RD ROOF DRAIN EL ELEVATION PRESSURE RELIEF VALVE (WATER) RL RAIN LEADER ELEC ELECTRIC PRESSURE REDUCING VALVE RM ROOM 'F DEGREES FAHRENHEIT SINK RPM REVOLUTIONS PER MINUTE ECO EXTERIOR CLEANOUT MANUAL AIR VENT RV RELIEF VALVE FCO FLOOR CLEANOUT SAN SANITARY FD FLOOR DRAIN SOLENOID VALVE SRL SECONDARY RAIN LEADER FG FINISHED GRADE SPEC SPECIFICATION FIN FL FINISHED FLOOR VALVE OS & Y SCW SOFT COLD WATER FLR. FLOOR ELKAY LRQ2521 25"x21" SINGLE COMPARTMENT SINK, 8" DEEP BOWL, 18 GAUGE, TYPE 304 NICKEL ST STORM FPM FEET PER MINUTE CAPPED LINE TD TRENCH DRAIN FPS FEET PER SECOND SANITARY SEWER (ABOVE GRADE) TEMP TEMPERATURE GA GAUGE SANITARY SEWER (BELOW GRADE) ALL CHROME FINISH, PULL-OUT SPRAY WITH 5' HOSE, CERAMIC CONTROL COMPONENTS. EWC-1 ELECTRIC WATER COOLER HI -LO - DOMESTIC COLD WATER TYP TYPICAL GAL GALLONS V VENT LINE GPH GALLONS PER HOUR SEE PLANS _ --SEE7- _ GPM GALLONS PER MINUTE OATEY 38681 ICE MAKER OUTLET BOX WITH 1/4 TURN BRASS BALL VALVES, COPPER SWEAT. VLV VALVE H HEIGHT - VTR VENT THRU ROOF HB HOSE BIBB FLOOR DRAIN W/ WITH HP HORSEPOWER - WC WATER COLUMN HW HOT WATER - WCO WALL CLEANOUT HR HOUR HZ HERTZ (FREQUENCY) GUARD, EXTENSION WITH ALUMINUM DOME STRAINER. IN INCH OR INCHES - - - ELECTRIC WATER HEATER SCHEDULE UNIT # TYPE GALLONS KW INPUT RECOVERY 0 80'F RISE VOLTAGE OPERATING WEIGHT (LBS.) DIMENSIONS MANUFACTURER PIPE SECTION -SUPPLY MANUFACTURER MODEL # EWH-1 ELECTRIC 50 6 31 GPH 2O8V-1 PH, 550 54-7/8" x 20-1/2" AO SMITH DEN -50 5 1/2"x11" REMARKS: PROVIDE WITH EXPANSION VALVE, T & P VALVE AND WATER HEATER PAN. PUMP SCHEDULE H H2O �qp p CONN. SIZE MOTOR DATA SELECTION BASED ON: UNIT # TYPE GPM ' EF M � INLET OUTLET HP RPM VOLT PH. MANUFACTURER MODEL REMARKS HWCP-1 IN-LINE 15 10 60 3/4" 3/4" 1/4 3450 120 1PH BELL & GOSSE17 6025 PROVIDE AQUASTAT 1 I 2 I 3 I 4 5 6 7 8 wi 10 INSTANTANEOUS WATER HEATER MARK STORAGE CAPACITY VOLTAGE/ PHASE KW NO. OF ELEMENT'S AMPERAGE TEMP RISE PIPE SECTION -SUPPLY SIZE (IN.) OPERATIONAL WEIGHT (LBS). MANUFACTURER MODEL NUMBER IWH-1 NONE 208/1 3.5 1 40 38'F 0 1.5 GPM 5 1/2"x11" 3 EEMAX SP35 -- - - DOMESTIC HOT WATER RETURN --�- DIRECTION OF FLOW IN PIPE --CD-- CONDENSATE DRAIN (BELOW GRADE) -" PITCH PIPE DOWN IN DIRECTION OF ARROW 2" -CO -CONDENSATE DRAIN (ABOVE GRADE) REMARKS: PROVIDE WITH MOUNTING BRACKETS AND DISCONNECT SWITCH. PIPE UP 1 I 2 I 3 I 4 5 6 7 8 wi 10 PLUMBING FIXTURE SCHEDULE GENERAL LEGEND WASTE CONN, VENT CONN. .CRAP C.W. CONN. BP BOOSTED PRESSURE DOMESTIC COLD WATER �} PIPE SECTION -SUPPLY 4" 2" INTEG. 1/2" - PROFLO 000 VITREOUS CHINA, FLOOR MOUNTED, FLUSH VALVE 1.6 GPF, ELONGATED, BOLT CAPS. BEMIS 1955C -- DOMESTIC HOT WATER ® PIPE SECTION -RETURN Water Pion P105 ELONGATED, OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGES. WATTS ANGLE STOP SUPPLIES P106 -- - - DOMESTIC HOT WATER RETURN --�- DIRECTION OF FLOW IN PIPE --CD-- CONDENSATE DRAIN (BELOW GRADE) -" PITCH PIPE DOWN IN DIRECTION OF ARROW 2" -CO -CONDENSATE DRAIN (ABOVE GRADE) --O--O PIPE UP - - ST - - STORM SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) O . PIPEDOWN MZ PR 0 A OWNER REVISIONS ANGLE STOP SUPPLY RISERS & ESCUTCHEONS. SEC SECONDARY STORM SEWER PIPING (ABOVE) - X PIPE ANCHOR 2 - -SEC- - SECONDARY STORM SEWER PIPING (BELOW) = G PIPE GUIDE B --GR-- GREASE SEWER (BELOW GRADE) --�-E� EXPANSION JOINT GR GREASE SEWER (ABOVE GRADE) LAVATORY 2" 1 1/2" SW SOFT COLD WATER --�- FLEXIBLE PIPE CONNECTOR VENT -iii- BALL VALVE - - G - - GAS LINE (BELOW GRADE) �- WITH CHROME PLATED P -TRAP W C.O. AND ARM TO WALL ESCUTCHEON. G GAS LINE (ABOVE GRADE) �-- CHECK VALVE, HORIZONTAL SWING L-2 LAVATORY AT DELTA T (TEMPERATURE DIFFERENCE) 1 1/4" BALANCING VALVE 1/2" HB HOSE BIBB - STRAINER, Y -TYPE AND BLOWOFF VALVE FD ® FLOOR DRAIN RV PRESSURE RELIEF VALVE (WATER) HD O HUB DRAIN PRESSURE REDUCING VALVE TD ® TRENCH DRAIN PRV SINK 2" ��►--- FLOOR CLEANOUT MAV MANUAL AIR VENT ELKAY LRQ1716 17"x16" SINGLE COMPARTMENT SINK, 7-5/6" DEEP BOWL, #18 GAUGE, TYPE 304 NICKEL -0 CLEANOUT $ --[0]-- EXTERIOR CLEANOUT BEARING STAINLESS STEEL, SELF RIMMING. SYMMONS S-2610 FAUCET, SINGLE METAL LEVER HANDLE, ALL SOLENOID VALVE --� HORIZONTAL CLEANOUT ---1��'1---- VALVE OS & Y 1 1/2" n 1/2" 1/2" ELKAY LRQ2521 25"x21" SINGLE COMPARTMENT SINK, 8" DEEP BOWL, 18 GAUGE, TYPE 304 NICKEL h� S HOCK ABSORBER E- CAPPED LINE BEARING STAINLESS STEEL, SELF RIMMING. SYMMONS S-2610 FAUCET, SINGLE METAL LEVER HANDLE, SAN SANITARY SEWER (ABOVE GRADE) - -SAN- - SANITARY SEWER (BELOW GRADE) ALL CHROME FINISH, PULL-OUT SPRAY WITH 5' HOSE, CERAMIC CONTROL COMPONENTS. EWC-1 ELECTRIC WATER COOLER HI -LO - DOMESTIC COLD WATER 1-1/2" 1/2" - PLUMBING FIXTURE SCHEDULE FIXTURE NO. FIXTURE TYPE WASTE CONN, VENT CONN. .CRAP C.W. CONN. H.W. CONN. MANUFACTURER MODEL NO, / WC -1 WATER CLOSET 4" 2" INTEG. 1/2" - PROFLO 000 VITREOUS CHINA, FLOOR MOUNTED, FLUSH VALVE 1.6 GPF, ELONGATED, BOLT CAPS. BEMIS 1955C P103 Water Plan P104 Water Pion P105 ELONGATED, OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGES. WATTS ANGLE STOP SUPPLIES P106 Plumbing Roof Plan P107 Plumbing Roof Plan & ESCUTCHEONS. WC -2 WATER CLOSET 4" 2" INTEG. 1/2" - PROFLO 000 VITREOUS CHINA, FLOOR MOUNTED, FLUSH VALVE 1.6 GPF, ELONGATED, BOLT CAPS, ADA ADA COMPLIANT HEIGHT. BEMIS 1955C ELONGATED, OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGES. WATTS 6.25.10 EQMT./MISC. REVISION MZ PR 0 2.26.10 OWNER REVISIONS ANGLE STOP SUPPLY RISERS & ESCUTCHEONS. UR -1 URINAL 2" 1 1/2" 2 3/4" - ZURN Z-5750 WALL HUNG VITREOUS CHINA. 1.0 GPF URINAL, CAST IRON FLOOR MOUNTED CARRIER FITTING, Revisions / Submission `O A. B CK. ZURN ZER6003AV-CP-WS1 BATTERY POWERED SENSOR FLUSH VALVE, EXPOSED, 1.0 GPF, 3/4" TOP SPUD. L-1 LAVATORY 2" 1 1/2" 1 1/4" 1/2" 1/2" ZURN Z5114 20" x 17" VITREOUS CHINA, SELF RIM, OVAL. CLEVELAND FAUCET 40718 SINGLE CONTROL, LEVER HANDLE, 4" CENTERSET WITH 1.5 GPM AERATOR, GRID STRAINER & DRAIN TAILPIECE WITH CHROME PLATED P -TRAP W C.O. AND ARM TO WALL ESCUTCHEON. L-2 LAVATORY 2" 1 1/2" 1 1/4" 1/2" 1/2" ZURN Z5344 20"x18" VITREOUS CHINA, WALL HUNG. CAST IRON CARRIER FITTING, ADA COMPLIANT. CLEVELAND FAUCET 40718 SINGLE CONTROL, LEVER HANDLE, 4" CENTERSET WITH 1.5 GPM AERATOR, GRID STRAINER & DRAIN TAILPIECE WITH CHROME PLATED P -TRAP W/C.O. AND ARM TO WALL WITH ESCUTCHEON. S-1 SINK 2" 1 1/2" 1 1/2" 1/2" 1/2" ELKAY LRQ1716 17"x16" SINGLE COMPARTMENT SINK, 7-5/6" DEEP BOWL, #18 GAUGE, TYPE 304 NICKEL BEARING STAINLESS STEEL, SELF RIMMING. SYMMONS S-2610 FAUCET, SINGLE METAL LEVER HANDLE, ALL CHROME FINISH, PULL-OUT SPRAY WITH 5' HOSE, CERAMIC CONTROL COMPONENTS. S-2 SINK 2" 1 1/2" 1 1/2" 1/2" 1/2" ELKAY LRQ2521 25"x21" SINGLE COMPARTMENT SINK, 8" DEEP BOWL, 18 GAUGE, TYPE 304 NICKEL BEARING STAINLESS STEEL, SELF RIMMING. SYMMONS S-2610 FAUCET, SINGLE METAL LEVER HANDLE, ALL CHROME FINISH, PULL-OUT SPRAY WITH 5' HOSE, CERAMIC CONTROL COMPONENTS. EWC-1 ELECTRIC WATER COOLER HI -LO 2" 1-1/4" 1-1/2" 1/2" - ELKAY EZSTL8C DUAL LEVEL COOLERS, WALL MOUNTED, ADA ACCESSIBLE, FRONT AND SIDE PUSH BARS. ZURN 1225 CAST IRON FLOOR MOUNTED CARRIER FITTING FOR DUAL WATER COOLERS. IMB-1 ICE MAKER BOX SEE PLANS _ --SEE7- _ 1/2" - OATEY 38681 ICE MAKER OUTLET BOX WITH 1/4 TURN BRASS BALL VALVES, COPPER SWEAT. FD -1 FLOOR DRAIN SEE PLANS PLANS - - - ZURN ZN-415-NH-CP-P CAST IRON WITH 6" CHROME PLATED ROUND STRAINER, VANDALPROOF SCREWS. FD -2 FLOOR DRAIN SEE PLANS SEE PLANS _ _ - ZURN ZN-415E-NH CAST IRON WITH 4" DIAMETER INDIRECT WASTE FUNNEL. RD -1 ROOF DRAIN - - - - - ZURN ZC-100-GD 15" DIA. CAST IRON ROOF DRAIN, BOTTOM OUITLET BODY, FLASHING CLAMP/GRAVEL GUARD, EXTENSION WITH ALUMINUM DOME STRAINER. RD -2 ROOF DRAIN - - - - - ZURN ZC-100-GD 15" DIA. CAST IRON ROOF DRAIN WITH 90 DEGREE SIDE OUITLET BODY, FLASHING CLAMP/GRAVEL GUARD, EXTENSION, INTERNAL WATER DAM WITH ALUMINUM DOME STRAINER. HB -1 HOSE BIBB - - - 3/4" - WOODFORD B67 -VB RECESSED ROUGH CHROME WALL HYDRANT WITH LOCKING COVER AND VACUUUM BREAKER FREEZEPROOF. BP -1 BACKFLOW PREVENTER - - - EENS SPLA - WATTS 009 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH SHUT OFF VALVES. TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PLUMBING PRODUCTS SEE GENERAL NOTE 13 THIS SHEET. WHA WATER HAMMER ARRESTOR - - - SEEENS PLA - SIOUX CHIEF, SEE GENRAL NOTE 16 THIS SHEET. JS-1 JANITOR SINK 3" 1 1/2'° 3" 1/2" 1/2" IRON SINK. ZURN 843M1-CSRWHK85H 8"BSERVI EELED SINKCFAUCET,WALL HOOK, CHECK STOPS, HOSE. PRV-1 PRESSURE REGULATING - - - SEE - WATTS F127W DOUBLE ASSEMBLY WITH BYPASS AND 3/4" LOW FLOW REGULATOR VALVE PLANS A -1 R I SEE SEE -1 EY XT E 1 1/ 1/2 1 2" /2 11_1" A 4 D L P INSTALL TMV G3600 THERMOSTATIC MIXING VALVE SET TO 85F. rA` 11 12 PLUMBING SHEET INDEX P001 Plumbing Legend, Abbrev. and Notes P002 Plumbin S ecifications P003 Fire Protection Desi n Criteria and Details P101 Drainage Plan P102 Drainage Plan P103 Water Plan P104 Water Pion P105 Plumbing Second Floor Plan P106 Plumbing Roof Plan P107 Plumbing Roof Plan P901 Plumbing Details P902 Plumbing Riser Diagrams Q 6.25.10 EQMT./MISC. REVISION MZ PR 0 2.26.10 OWNER REVISIONS 13 14 15 16 17 P N ul L K J ;J C F A C B A 4798 ine w (broad street eOrlando, 6 32814 on V 1 407398.16007 (p) ang li in 8 eIr :S 407.3,98,6 003 (f) Architects �e- 189 South Orange Avenue Sulte 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax i nfo f ba ke rba rrios. co m www.bakerbarrios.com AA0002981 F. L H I S �lll1iuliq,,.. 1,I,l:,a.. .A. �.�:.1 .. i DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING LEGEND, ABBREV. & NOTES PROJECT NO.: 090318.00 Pool ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOSARCHITECTS,INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER iB U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q 6.25.10 EQMT./MISC. REVISION MZ PR 0 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submission `O A. B CK. 4798 ine w (broad street eOrlando, 6 32814 on V 1 407398.16007 (p) ang li in 8 eIr :S 407.3,98,6 003 (f) Architects �e- 189 South Orange Avenue Sulte 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax i nfo f ba ke rba rrios. co m www.bakerbarrios.com AA0002981 F. L H I S �lll1iuliq,,.. 1,I,l:,a.. .A. �.�:.1 .. i DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING LEGEND, ABBREV. & NOTES PROJECT NO.: 090318.00 Pool P �11 fu'' L K E H G J H a .c `x F ko 0 a, 0 0 N M N 0 m v LL E 0 'a M O R ri 0 13- 00 00 D *-1 C ,y �o D OD OD o, 0 0 0 o B 0 0 0 M In Vf O N In c A Ch c aj Cn 1 I 2 I 3 ; it Ii !i I I iI 4 1 5 1 6 1 7 1 8 1 9 I 10 I 11 I 12 I 13 LEGEND F FIRE SPRINKLER WATER SUPPLY 1. VALVE NOT SMALLER THAN 3/4" 2. NIPPLE 3. CAP OR PLUG (AT LEAST ONE SHALL BE BRASS) AUXILIARY DRAIN DETAIL BAR JOIST ��TOP BEAM CLAMP--�'� -SWIVEL HANGER RING- .IL IL -ALL-THREAD ROD PIPE (SPECIFY (LENGTHS VARY) SIZE & LENGTH) -- SWIVEL HANGER RING TRAPEZE HANGER DETAIL Z Not to Scale BAR JOIST OR BEAM TOP BEAM CLAMP �-- ALL -THREAD ROD (LENGTHS VARY) �-- SWIVEL HANGER RING ALL -THREAD ROD SIZES FOR PIPE TO 4" IN DIAMETER 1/2" ROD TO BE USED FOR 6" & 8" DIAMETER PIPE 5/8" ROD TO BE USED BAR JOIST/BEAM HANGER DETAIL 3 Not to Scale a 1" GLOBE VALVE ---�- SET AT 5'-0" A.F.F. a FINISHED FLOOR EXTERIOR WALL GALVANIZED NIPPLE GALVANIZED 45' ELBOW SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER INSPECTOR'S TEST CONNECTIO `t Not to Scale 90' ELL I 14 I 15 I 16 I 17 FIRE PROTECTION DESIGN CRITERIA 1. THE WET PIPE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13 (2002 EDITION), NFPA 14 (2003 EDITION), 61G15 OF THE FLORIDA ADMINISTRATIVE CODE AND THE 2004 FLORIDA BUILDING CODE. 2. DESIGN CRITERIA FOR THE SPRINKLER SYSTEM SHALL BE AS FOLLOWS: OFFICE SPACE CORRIDORS AND GENERAL WORK AREAS OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET DESIGN DENSITY: 0.10 GPM/SQ. FT. HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1,500 Sq.ft. MAXIMUM HEAD COVERAGE: 225 sq.ft. TEMPERATURE RATING: 165 DEGREES FAHRENHEIT U.N.O. HOSE STREAM ALLOWANCE: 100 GPM DURATION: 30 MINUTES STORAGE SPACE, MECHANICAL ROOMS OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 SYSTEM TYPE: WET DESIGN DENSITY: 0.15 GPM/SQ. FT. HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1,500 Sq.ft. MAXIMUM HEAD COVERAGE: 130 SQ. FT. TEMPERATURE RATING: 165 DEGREES FAHRENHEIT U.N.O. HOSE STREAM ALLOWANCE: 250 GPM DURATION: 30 MINUTES SERVICE BAYS 3 OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 SYSTEM TYPE: WET PIPE DESIGN DENSITY: HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1,500 Sq.ft. MAXIMUM HEAD COVERAGE: 130 SQ. FT. TEMPERATURE RATING: HOSE 165 DEGREES FAHRENHEIT U.N.O. STREAM ALLOWANCE: 250 GPM DURATION: 30 MINUTES SERVICE VEHICLE DROP-OFF OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 SYSTEM TYPE: DRY PIPE DESIGN DENSITY: 0.20 GPM/SQ. FT. HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1,500 Sq.ft. MAXIMUM HEAD COVERAGE: 130 SQ. FT. TEMPERATURE RATING: 165 DEGREES FAHRENHEIT U.N.O. HOSE STREAM ALLOWANCE: 250 GPM DURATION: 30 MINUTES 3. THESE DRAWINGS ARE PERFORMANCE SPECIFICATION ONLY AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK AS DEFINED IN 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED DRAWINGS AND HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AS DEFINED IN 61G15 AND NFPA 13, 14-1 WORKING PLANS. 4. AS PER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE, SECTION 32.003(1), THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE DETAILED WORKING PLANS 1N ACCORDANCE WITH NFPA 13, 2002 EDITION, CHAPTER 14, SECTION 14.1. THE FIRE PROTECTION SYSTEM LAYOUT SHALL FOLLOW THE DESIGN GUIDELINES SET FORTH IN THESE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. 5. AS PER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE, SECTION 32.003(2), THE FIRE SPRINKLER CONTRACTOR SHALL OBTAIN THE ACCEPTANCE TESTS FROM THE LOCAL AUTHORITY. THE ACCEPTANCE TEST FOR THE OVERHEAD SPRINKLER SYSTEM PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION CHAPTER 16, SECTION 16.2 USING THE MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING IN FIGURE 16.1. 6. THE NEW SCOPE OF WORK SHALL INCLUDE RELOCATING EXISTING SPRINKLER HEADS INTO NEW PENDANT SEMI -RECESSED HEADS FOR AREAS HAVING A CEILING GRID WITH LAY -IN TILES. THE NEW HEADS SHOULD BE CENTERED IN THE LAY -IN TILES WHENEVER FEASIBLE. 7, SPRINKLER HEAD SPACING IS PER NFPA 13, 2002 EDITION. 8. ALL INSTALLATION AND WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13, 2002 EDITION. 9. ALL SPRINKLER HEADS, HANGERS & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION. 10. WET PIPE SPRINKLER PIPING MATERIALS: ALL CROSS MAINS & RISERS TO BE SCHEDULE 10 BLACK PIPE, U.N.O. ALL BRANCHLINE PIPING TO BE SCHEDULE 40 BLACK PIPE, U.N.O. DRY PIPE SPRINKLER PIPING MATERIALS: ALL PIPING SHALL BE GALVANIZED, 11. UPRIGHT SPRINKLERS TO BE LOCATED BETWEEN 1" AND 12" BELOW ROOF DECK. 90' ELL UNION 1 LLJ ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. 111E IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. U _ OYIAIDIDu4 4& 0 ell I 407.398..16007 (1p) W in a it 407.19B.6003(F ' 0 � w T ffi O C—) „�, Ljj C)U � SCREWED ELL STANDPIPE 1-1/4" MAIN DRAIN U / E'� L TEST & DRAIN VALVE W/ PSI RELIEF, TIE INTO THE SANITARY DRAIN WITH AN INDIRECT CONNECTION. ALL FLOOR CONTROL VALVES SHALL BE LOCATED ON THE MAIN LANDINGS OF THE FLOORS IN THE STAIRWELLS. %jI%j1L.IV Not to Scale 12. COORDINATE SPRINKLER PIPE ROUTING AND FINAL HEAD LOCATIONS WITH ALL TRADES AND EXISTING STRUCTURE PRIOR TO INSTALLATION. FINAL SPRINKLER INSTALLATION MUST ABIDE BY ALL OBSTRUCTION RULES PER NFPA 13, 2002 EDITION AND FIRE SPRINKLER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NUMBER OF SPRINKLERS. 13. THE CONSTRUCTION MANAGER SHALL PROVIDE, OR HAVE PROVIDED, A SET OF COORDINATION DRAWINGS FOR ALL SYSTEMS AND FEATURES THAT OCCUR ABOVE THE CEILING PLANE. THE COORDINATION DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, STRUCTURAL MEMBERS, HVAC DUCTWORK, HYDRONIC PIPING, PLUMBING SUPPLY AND WASTE PIPING, FIRE PROTECTION PIPING, ELECTRICAL POWER CONDUITS AND RACEWAYS, AND ELECTRICAL LOW VOLTAGE CONDUITS AND RACEWAYS. THE COORDINATION DRAWINGS SHALL PROVIDE, APPORTION, AND COORDINATE SPACE FOR ALL SYSTEMS, HORIZONTALLY AND VERTICALLY ABOVE THE CEILING PLANE TO THE STRUCTURAL DECK ABOVE ALLOWING EACH TRADE CONTRACTOR THE SPACE TO PROPERLY EXECUTE HIS PORTION OF THE WORK. 14. ALL GROOVED FITTINGS TO BE "VICTAULIC" FITTINGS OR APPROVED EQUAL. 15. ALL PENETRATIONS THRU 1 -HOUR RATED WALLS TO BE PATCHED AS NECESSARY. 16, ALL DIMENSIONS TO BE VERIFIED DURING FIELD CHECK OF SPRINKLER SYSTEM. 17. THE FOLLOWING ARE ACCEPTABLE MATERIAL MANUFACTURERS: RELIABLE, TYCO, VICTAULIC, VIKING 18. SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED FIRE PROTECTION SIGNALS, SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY, AUXILIARY, OR REMOTE STATION SYSTEM IN ACCORDANCE WITH NFPA. 19. FIRE PROTECTION SHOP DRAWINGS, HYDRAULIC CALCULATIONS, AND MATERIAL DATA SUBMITTALS ARE TO BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL. 20. CORROSION PROTECTION FOR ALL UNDERGROUND BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION -RETARDING MATERIAL AFTER INSTALLATION IN ACCORDANCE WITH NFPA 13, 2002 EDITION, SECTION 10.3.6.2. 21. THE UNDERGROUND MAIN STARTING AT THE PUBUC WATER UTILITY POINT OF CONNECTION HAS BEEN DESIGNED TO NFPA 24, 2002 EDITION. INSTALLATION AND TESTING MUST BE IN ACCORDANCE WITH NFPA 24, 2002 EDITION. 22. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO WHICH THEY ARE EXPOSED IN ACCORDANCE WITH NFPA 13, 2002 EDITION, SECTION 6.1.3. 23. THE COMPONENTS OF THE FIRE PROTECTION SYSTEM(S) FURNISHED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE THEREOF, EITHER FOR BENEFICIAL USE OR FINAL ACCEPTANCE, WHICHEVER IS EARLIER, AGAINST DEFECTIVE MATERIALS, DESIGN, AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE ARCHITECT OF FAILURE OF ANY PART OF THE EQUIPMENT DURING THE GUARANTEE PERIOD, THE AFFECTED PART OR PARTS SHALL BE REPLACED PROMPTLY WHICH INCLUDES REMOVING THE DEFECTIVE PART OR PARTS, REPLACING AND INSTALLING THE NEW PART OR PARTS AND AT THE EXPENSE OF THE CONTRACTOR. 24. A CERTIFICATE OR LETTER OF APPROVAL FROM OWNER'S INSURANCE UNDERWRITERS SHALL BE OBTAINED BY FIRE PROTECTION CONTRACTOR AND TURNED OVER TO THE OWNER. 25. OPERATING AND MAINTENANCE INSTRUCTIONS, PRINTED AND BOUND IN HARD COVER THREE-RING LOOSE LEAF NOTEBOOKS, SHALL BE PROVIDED TO THE OWNER. SYSTEM NO, W -J-1035 F -RATING - 2HR T -RATING - 0 HR GUIDE XHEZ JANUARY 08, 1997 THROUGH -PENETRATION FIRESTOP SYSTEMS W -J-10345 - A CARD L-A SECTION A -A (D CONCRETE OR CONCRETE BLOCK WALL MAX. 4" STEEL OR IRON PIPE, COPPER PIPE OR TUBE, 3A 2" THICK FIBERGLASS INSULATION ( USED TO CREATE A BUFFER ZONE) EXTENDING A MINIMUM OF 2 1/2" FROM EACH SURFACE OF THE WALL. ANNULUS RANGING FROM POINT CONTACT OF 1/2" MAXIMUM. 3B SPECSEAL SERIES 100 SEALANT INSTALLED TO 5/8"DEPTH, FLUSH WITH BOTH SURFACES OF THE WALL. AT POINT CONTACT, INSTALL A 3/4" COVE BEAD OF SEALANT AT INSTALLATION/ CONCRETE .WALL INTERFACE. HOUR PENET Not to Scale 1 2 3 I 4 I 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 ;r N M L 2 J H G F E B A E! L HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA EIRE PROTECTION DESIGN CRITERIA & DETAILS PROJECT NO.: 090318.00 P003 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS,INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. 111E IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. .4 798 inew !broad street OYIAIDIDu4 4& 0 ell I 407.398..16007 (1p) W in a it 407.19B.6003(F ' w T ffi wYipieikpl�h�liW'�V r�p�Mi�WVR!�IJV"IiW,p;�p �iiJkp�,�6!�C�U'iCr „�, D +. / NP0- 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel C Barrios 03 6.25.10 EQMT./MISC. REVISION MZ PR Z 2.26.10 OWNER REVISIONS MZ PR II info@bakerbarrios.com 11.15.09 ISSUED FOR PERMITTING www.bakerbarrios.com No. Date Revisions / Submissions D. CK. B A E! L HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA EIRE PROTECTION DESIGN CRITERIA & DETAILS PROJECT NO.: 090318.00 P003 .4 798 inew !broad street OYIAIDIDu4 4& 0 ell I 407.398..16007 (1p) W in a it 407.19B.6003(F ' w T ffi wYipieikpl�h�liW'�V r�p�Mi�WVR!�IJV"IiW,p;�p �iiJkp�,�6!�C�U'iCr „�, D +. / NP0- 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel C Barrios 407.926.3390 Fax info@bakerbarrios.com Architects www.bakerbarrios.com - AA0002981 B A E! L HAINES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA EIRE PROTECTION DESIGN CRITERIA & DETAILS PROJECT NO.: 090318.00 P003 P T M K J 1 I:el J a x `[ F cTa a 0 O N M ro N — a r U- E 0 a O } 0 CL 0 0 00 00 D O a / v C En TE v I 0 a 0 a a 0 a 0 JD O c A 'rn ` c as Z' 1 I 2 I 3 P10 DRAINAr PLAN 1 1 2 III 4 I 5 I 6 I 7 I 8 :13 F I 12 I 13 14 1 15 16 0 n *�� w iii: �I�•^" � "''"� i z..�..�.a�...,.�� 0 i I I I I i 1 1 i I I i Iqt=pI I I Ln I i CUSTOMER SERV I nnLOUN FIL 114 12 ! I _ CTr1ROf;F I ! I I t I I I I I I I I I I I T------------- L------------------------------_____________ = --------------- 6" RL DOWN. -IL-1 " GOND. WITH 1" x 2" AIR GAP CONN. ABOVE FLOOR. t I -i— AC UNIT SEE MECH. DWGS, I i t i I t I I i I t I I t I i i i t -1-6" RL DOWN. i I I t t I i t i I 1 I 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 I 12 13 Fi 0 �e 0 MAIC LIN I 17 14 I 15 I 16 I 17 N M L K J 1 G E lip 4790 now OW surest _ Suit: 300 • No. 5 orITdTldOa fll 32814 Fa * . 407.3 . r�� ( p) I'9 fpT n 9 i IIS ti e r s 407. W.t 1(1) e*j is s 1 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION, A 6.25.10 EQMT./MISC. REVISION MZ PR 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions 11WOW D 1111 IIs* - C .o A Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926,3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 PROJECT NO.: 090318.00 3 P101 0 '11 jp�CK. E lip 4790 now OW surest _ Suit: 300 • No. 5 orITdTldOa fll 32814 Fa * . 407.3 . r�� ( p) I'9 fpT n 9 i IIS ti e r s 407. W.t 1(1) e*j is s 1 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION, A 6.25.10 EQMT./MISC. REVISION MZ PR 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions/ Submissions 11WOW D 1111 IIs* - C .o A Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926,3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 PROJECT NO.: 090318.00 3 P101 0 P N 11 L K J H G J Q SLOPE THIS SECTION OF PIPE AT 1/4" PER FOOT MINIMUM. H a i A Ul C T �i F r. 0 v+ 0 r4 m N Q3 6.25.10 EQMT./MISC. REVISION r. PR 0 5.10.10 ); MZ M 0 2.26.10 OWNER REVISIONS MZ PR U. 11.15.09 E No. 0 Revisions / Submissions% i f a CK, N 0 CL i C B 2314 SF� I I I I I 1 1 I I 1 I 6-1 1 I I I� pr 8"1 I c!1 16" STORM SEWER BELOW GRADE FOR I L DRAWINGS. INV. 1 EL. = (-4'-10" BFF 3 4" COY 1 37r, - 6" SANITARY SEWER BELOW GRADE, FOR CONTINUATION SEE CIVIL DRAWINGS. INV. ELEV.= 4'-0" BFF. 2 WAY MATCH LIN E AMM MMM P 11 10,:4 DRAINAGE PLAN 1 2 3 I 9 I 10 I 11 I 12 13 14 SEE VENDOR D OR U COMPRESSED AIR D OIL PIPIN SYSTEMS. 15 16 17 A Z=k 3" RL DOWN. TERMINATE 6" ABOVE SPLASHBLOCK. WITH N-1. SEE ARCHITECTURAL DRAWINGS FOR P SECONDARY ROOF DRAINAGE, SCUPPER SIZES AND LOCATIONS. 0 6" RL DOWN. 5252 SF MATCHLINE � mm � m m� m m� Mw w w. w m� MM mm � MMI FBI V0,01000,A ydOW 0 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 W L 11 K J 110 G F E 16] C 1 0 A REFERENCE NOTES Q SLOPE THIS SECTION OF PIPE AT 1/4" PER FOOT MINIMUM. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. c A C �i 2314 SF� I I I I I 1 1 I I 1 I 6-1 1 I I I� pr 8"1 I c!1 16" STORM SEWER BELOW GRADE FOR I L DRAWINGS. INV. 1 EL. = (-4'-10" BFF 3 4" COY 1 37r, - 6" SANITARY SEWER BELOW GRADE, FOR CONTINUATION SEE CIVIL DRAWINGS. INV. ELEV.= 4'-0" BFF. 2 WAY MATCH LIN E AMM MMM P 11 10,:4 DRAINAGE PLAN 1 2 3 I 9 I 10 I 11 I 12 13 14 SEE VENDOR D OR U COMPRESSED AIR D OIL PIPIN SYSTEMS. 15 16 17 A Z=k 3" RL DOWN. TERMINATE 6" ABOVE SPLASHBLOCK. WITH N-1. SEE ARCHITECTURAL DRAWINGS FOR P SECONDARY ROOF DRAINAGE, SCUPPER SIZES AND LOCATIONS. 0 6" RL DOWN. 5252 SF MATCHLINE � mm � m m� m m� Mw w w. w m� MM mm � MMI FBI V0,01000,A ydOW 0 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 W L 11 K J 110 G F E 16] C 1 0 A REFERENCE NOTES Q SLOPE THIS SECTION OF PIPE AT 1/4" PER FOOT MINIMUM. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. Q3 6.25.10 EQMT./MISC. REVISION MZ PR 0 5.10.10 OWNER COMMENTS MZ PR 0 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions% i f ,9 �. CK, ®rem q• ® �w� �f 4798 new broad street �n n suuil 300 � orllain,do, IM132M 407 -WW7 (p) � 1 �"I' M° � 0a * � � A HN e +& "�rr�rrtr�V�B��tilprl�I"' Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 au�I�iuul1uNf � DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA CA PROJECT NO.: 090318.00 P102 0 P N M L 2 J H ro J r.� a .v 00 F 0 6+ 0 0 N M N — n 0 LL E 0 CL a rq a 3 v 0 CL 0 I 0 °o oo D 1-4 10 B A 4 I 1 5 1 6 I 7 1 13 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 SEE VENDOR DRAWINGS FjPR COMPRESSED AIR OIL HI SYSTEMS. 3 H$-1 HB -1 o 0 0o a n o ot 0 COMPRESSOR 3 i � P N M L 2 J H ro J r.� a .v 00 F 0 6+ 0 0 N M N — n 0 LL E 0 CL a rq a 3 v 0 CL 0 I 0 °o oo D 1-4 10 B A 4 I 1 5 1 6 I 7 1 13 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 SEE VENDOR DRAWINGS FjPR COMPRESSED AIR OIL HI SYSTEMS. 3 H$-1 HB -1 o 0 0o a n o ot 0 COMPRESSOR OIL STORAGE 160 � w i � -ESS6 ♦''rr S yon• 4 798 now broad street •: n�ft $1100 l, T orlalnda, fl 3281 ®' 13/4„ i � r.19B,1s Tip 1 I a -- 1 n it irh ifQ7,398.6003f) � HEAVY VEHICLE '0'A � HB -1 I DETAIL BAY 0 0 .Rir'�4lio,ve r,CN�W6iRMdhVIhMp '�"'�&�pn:�l!lI',�p's 159 , 3/ n 4 o � p 3 6.25.10 1 MZ 174n 11.15.09 ISSUED FOR PERMITTING No. Date Revisions /Submissions 1!� D. CK. H$-1 t-- ---------- --- --- — 1-113-1 3/4' i {� w% 3 --- — 4-------- --------- 4--- I H$-1 HB—1 1 P104 WATER PLAN sn = 11_011 1 2 z 7 KEY PLAN 3 I 4 I 5 I 6 7 8 9 10 1 11 1 12 1 13 I 14 1 15 1 16 1 17 I N M L 119 J I G F E ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING! REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. .`` . -ESS6 ♦''rr S yon• 4 798 now broad street •: n�ft $1100 orlalnda, fl 3281 ®' en � r.19B,1s Tip n it irh ifQ7,398.6003f) '0'A .Rir'�4lio,ve r,CN�W6iRMdhVIhMp '�"'�&�pn:�l!lI',�p's ! Q 6.25.10 EQMT./MISC. REVISION MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions /Submissions 1!� D. CK. E .`` . -ESS6 ♦''rr S yon• 4 798 now broad street •: n�ft $1100 orlalnda, fl 3281 ®' en � r.19B,1s Tip n it irh ifQ7,398.6003f) '0'A .Rir'�4lio,ve r,CN�W6iRMdhVIhMp '�"'�&�pn:�l!lI',�p's ! C 1 B A Architects ,0I 111 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrlos.com AA0002981 1. L 1N ammigg"i"I DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA V, i PROJECT NO.: 090318.00 P1 04 l 1^1 1 YA 1 1A I 17 w ID I ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING, REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 CL Ln 0 a 1 C11 3 Ln 0 r al. O O o00D CM O 0 E EQMT./MISC. REVISION 7 PR A 2.26.10 OWNER REVISIONS MZ PR Q ISSUED FOR PERMITTING r. Date L D. a a la ani U NI I v al 0 a Do Ch O 0 0 0 0 0 0 0 0 'S Qj CR 1 Qj C ,= 1-4 1^1 1 YA 1 1A I 17 w 4708 new (broad street ° r� slaii�l 311 © Q y� �� orlanda, " 32ftid M ,'N1It 1 407.M.16007 (p) W G I ;i n s 407.1,W6003 SCF) CI9III�7�VMd3 Y;p�YWRFR�WCp MY�GJkI�VI�PV'da"r" �6�` "'IfION M- Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Ft L HAI N ES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING SECOND FLOOR PLAN PROJECT NO.: 090318.00 P 105 0 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING, REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER IS U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION MZ PR A 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. 4708 new (broad street ° r� slaii�l 311 © Q y� �� orlanda, " 32ftid M ,'N1It 1 407.M.16007 (p) W G I ;i n s 407.1,W6003 SCF) CI9III�7�VMd3 Y;p�YWRFR�WCp MY�GJkI�VI�PV'da"r" �6�` "'IfION M- Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 Ft L HAI N ES DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING SECOND FLOOR PLAN PROJECT NO.: 090318.00 P 105 0 J r.r Z tL f Ul 2 X Q Q� 0 v+ 0 0 N M N n 0 a: •o .L IL 0 CL r. 0 CL C 3 0 ai 0 0 ai m rq 0 E rn C �3 3 0 U vIi �o v i �I 0 0 DO CD ai 0 0 0 0 0 0 En i 0 rn ,c CR In a c � ,c qTi ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECT'S, INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U,S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1:C.24-2-31-1 ET. SEQ. AND OTHER LAWS, THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 0 6.25.10 EQMT./MISC. REVISION MZ PR 0 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITT NG No. Date Revisions / Submissiiiii; ., CK, £', A. .4798 ine w broad gt t 306 00 a 10 orlalndo, fi 41L ■ .6007 is ini in e is Ir:s 40;7.;1W 03 M, 4 04 w"wlaagiYarpwr�larihw:p��kl,a�"�agr,q"" Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 R L HAII E93 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING ROOF PLAN PROJECT NO.: 090318.00 CP107 1 6 Is,:,4^ Y 4.799 riow bwW stmitllr r Suite 300 o nuity � o ��a a�rlan,�I J7.�U4 M::M1: �• �: 407.390AW7(p) 04 ers .. Um * . 8@ Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax infofbakerbarrios. cam www.bakerbarrios.com AA0002981 FtL Al N rL8 �.1....... ;nlll l;i,: DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING RISER DIAGRAMS PROJECT NO.: 090318.00 P902 A ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC . AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER SB U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. A31 6.25.10 EQMT./MISC. REVISION MZ PR Q 2.26.10 OWNER REVISIONS MZ PR 11.15.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions �,<<� s; p; U A4. CK. 6 Is,:,4^ Y 4.799 riow bwW stmitllr r Suite 300 o nuity � o ��a a�rlan,�I J7.�U4 M::M1: �• �: 407.390AW7(p) 04 ers .. Um * . 8@ Architects 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax infofbakerbarrios. cam www.bakerbarrios.com AA0002981 FtL Al N rL8 �.1....... ;nlll l;i,: DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA PLUMBING RISER DIAGRAMS PROJECT NO.: 090318.00 P902 A 1 2 3 4 5 GENERAL NOTES I. IT IS THE INSTALLING SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUIDE5, PUT 15 NOT LIMITED TO THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECE55ARY, P 2. DE51GN LIVE LOADS FLOOR (STORAGE) 100 PSF ROOF 20 P5F 3. DESIGN WIND LOAD SHALL BE 5A5ED ON THE FLORIDA BUILDING CODE 2001 WITH 2009 AMENDMENTS. a) BASIC WIND SPEED = 120 MPH b) USE FACTOR = 1.0 c) EXP05URE "C" N d) COMPONENTS 4 CLADDING PRESSURES: +32.1 4 =42.1 P5F FOUNDATIONS 1_ FOUNDATION DESIGN 15 BASED ON AN ALLOWABLE SOIL BLARING PRE55URE OF 3000 P5F. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GFOTFCHNICAL ENGINEER PRIOR TO THE START OF WORK. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT, M CAST IN PLACE CONCRETE I. ALL CONCRETE SHALL HAVE THF FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 .DAYS: SLAB ON GRADE, FOOTINGS 3000 P51 REMAINING CONCRETE 4000 P51 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 To 4% .AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, 3. CONCRETE MIX DESIGN SHALL BF IN ACCORDANCE WITH THE LATEST EDITION OF ACI L 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5TM A-615 GRADE 60. 5. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8", 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ''THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 316 LATEST EDITION, AND K "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,` ACI 301. 1. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8. CONCRETE CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED_ 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT 5LA85 EDGES. 11. CONCRETE CONTRACTOR SHALL PROVIDE 5PACER5, CHAIRS, BOLSTERS, ETC. NECESSARY H TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXP05ED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR 5TAINLE55 STEEL. 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER, % THROUGH #16 BARS - 11/2 " ARS11/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND G SPIRALS IN BEAMS AND COLUMNS: 3/4 CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR SLABS, WALLS, AND JOISTS, #11 BAR AND SMALLER. 13. HORIZONTAL WALL AND FOOTING 5AR5 SHALL 5E BENT I'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1=1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHFRWI5F NOTED ON THE DRAWINGS. F CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. 15. MINIMUM LAP 5PLICE5 ON ALL REINFORGING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP $TEFL OVER THE MID5PAN, UNLESS OTHERWISE NOTED. 16. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. E MASONRY WALL CONSTRUCTION I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm ® 1500 PS U. 2. MORTAL SHALL BE TYPE M OR 5, CONFORMING TO A5TM 0210. 3. COURSE GROUT SHALL CONFORM TO ASTM 0416 WITH A MAXIMUM AGGREGATE 51ZE OF D 3/3" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 4. VERTICAL REINFORCEMENT SHALL 5E AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT, 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL PE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLE55 OTHERW15F NOTED_ SLE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. C 6. REINFORCING 5TEEL 5HALL BE LAPPED MINIMUM 30 BAR DIAMETERS WHERE SPLICED AT FOUNDATIONS OR FLOORS, OTHERWISE MINIMUM LAP IS 48 DIAMETERS, UNLE55 NOTED OTHERW15F ON THE DRAWINGS. -I. HORIZONTAL WALL REINFORCEMENT SHALL BF STANDARD TRUSS TYPE DUR=O-WAL AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. a. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6'' AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 611. LAP WITH 5`1=ANDARD 'T' ANP 'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL5. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 10. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLE55 NOTED OTHERWISE ON DRAWINGS. LINTFL5 SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN 5PAN5 AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED A LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW_ 6 1 7 1 8 1 9 i 10 11. PROVIDE A KNOCK OUT BLOCK OR U=BLOCK REINFORCED WITH 1 #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE OPENING TYPICALLY.. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AI5C "SPECIFICATIONS FOR DE51GN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION_ 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AW5 D1.1. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING A5TM 4325 5OLT5" AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BLARING TYPE BOLTS WITH THREADS ALLOWED ACRO55 THE SHEAR PLANE. ANCHOR BOLTS SHALL CONFORM TO ASTM A-36. 4_ ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED OTHERWISE. FOR DESIGN OF STANDARD CONNECTIONS THE LARGER OF EITHER SHEAR SHOWN ON DRAWING OR 55% OF THE TOTAL LOAD CAPACITY, DFRIVFD FROM THE UNIFORM LOAD CONSTANT TABLES, PART 2, EIGHTH EDITION OF THE AISC CODE WHICHEVER IS GREATER. IN NO CASE SHALL THE ANGLE SIZE AND MINIMUM NUMBER OF ROWS OF 5OLT5 FOR THE GIVEN BEAM 51ZE BE LE55 THAN THAT SHOWN IN TABLE I, PART 4 OF THE SEVENTH EDITION OF THE AISC CODE, 5. STRUCTURAL STEEL SHAPES, PLATES, ,ETC. SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-36, UNLESS NOTED OTHERWISE. 5TEEL TUBES SHALL BE 46 K5I STEEL CONFORMING TO ASTM A-500. 6_ IN GENERAL, IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT ALL SHOP CONNECTIONS BE WFLDFD OR BOLTFD AND ALL FIELD CONNECTIONS BE BOLTED EXCEPT WHERE NOTED OTHERWISE. 1. VERIFY THE EXACT LOCATION AND 51ZL OF ALL ROOF AND FLOOR OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. SEE TYPICAL DETAIL FOR FRAMING AROUND OPENINGS. a. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. 9. STEEL SHAPES, PLATES, FTC. WHICH ARE FXP05FD TO PERIMETER SHALL BE GALVANIZED. 10. PROVIDE ONE COAT OF STANDARD SHOD PAINT ON ALL UNGALVANIZED PIECES EXCEPT AT AREAS TO BE FIELD WELDED. 11. TOUGH UP FIELD WELD5 AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING. (USF GALVANIZING PAINT FOR TOUGH UP OF GALVANIZED STEEL). 12. HEADED STUDS SHALL BE NELSON TYPE OR EQUAL. WELD HEADED STUDS TO EMBEDDED PLATES TO DEVELOP THE FULL TENSION CAPACITY OF THE STUD_ 13. ALL WFLDS SHALL BE V15UALLY INSPECTED BY AN APPROVED LICENSED TESTING COMPANY. SEE 5PFCIFICATION5 FOR ADDITIONAL TESTING REQUIREMENTS. 14, ALL STEEL TO STEEL CONNECTIONS NOT SHOWN BOLTED SHALL BE WELDED TO DEVELOP FULL SHEAR CAPACITY OF CONNECTING MEMBERSAS PER AISC 5PECIFICATION5. MINIMUM SIZE OF FILLET WELD ( UNLESS NOTED OTHERWISE ON DRAWINGS): MATERIAL THICKNESS OF MINIMUM SIZE OF THICKER PART JOINED OF FILLET WELD TO 1/4" INCLU51VE 1/8 ALL AROUND TO 1/4" TO 1/2" 3/16" ALL AROUND OVER 1/2" TO 3/4" 1/4" ALL AROUND OVER 3/4" TO 1 1/2" 5/16" ALL AROUND OPEN WEB 5TFFL JOISTS 1. ALL STEEL JOISTS SHALL CONFORM TO THE STANDARDS OF THE STEEL J015T INSTITUTE_ 2. THE J015T MANUFACTURER SHALL REVIEW THE DRAWINGS AND PROVIDE JOISTS CAPABLE OF CARRYING THE FOLLOWING LOADS: 1) ROOF DEAD LOAD...............20 PSF 2) SUPERIMPOSED DEAD LOAD ....... 5 PSF 3) LIVE LOAD....................20 PSF NET WIND UPLIFT: 4) INTERIOR ZONE ...................... -32.8 PSF (U.N.O.) 5) CORNERS ZONES ---------------- =10.5 P5F (o) .EDGE ZONES =50.4 PSI: CORNERS AND EDGE ZONES ARE MEASURED 9 FEET FROM ALL ROOF EDGE5. 3_ THE J015T5 SHOWN ON THE PLANS ARE THE MINIMUM SIZE REQUIRED. DEPTHS SHOWN MAY NOT BE EXCEEDED. 4. JOISTS SHOULD BE CAMBERED IN ACCORDANCE WITH S.J.I. STANDARD CAMBERS. 5_ JOISTS SHALL BE WELDED TO ALL SUPPORTING BEAMS WITH A MINIMUM OF TWO 3/16 INCH BY 2 INCH LONG FILLET WELDS, OR FOR THE UPLIFT FORCE WHICHEVER IS GREATER. 6. PROVIDE A MINIMUM END BFARING ON STEEL SUPPORTS AS RFQUIRFD Bl' SJI. STAGGER THE ENDS OF J015T5 IF NECESSARY. 1, PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING FOR ALL J015T5 AS REQUIRED BY 5Y SPECIFICATION. THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. PROVIDE ALL REQUIRED BRIDGING ANCHORS, 8_ PROVIDE ALL JOISTS AND ACCESSORIES WITH ONE SHOPCOAT OF PAINT A5 SPECIFIED IN SJI STANDARDS_ FLOOR METAL DECK AND SLAB A. ALL METAL FLOOR DECK SHOULD BE FOLLOWED A5 SHOWN ON THE FLOOR PLAN. B. THE METAL DECK SHOWN ON THE DRAWINGS IS THE MINIMUM REQUIRED FOR UN514ORED CONSTRUCTION FOR THE TYPICAL CONDITIONS OF TWO CONTINUOUS SPANS OR MORE. THE DECK SUPPLIER SHALL INCREASE THE GAGE THICKNE55 OR SPECIFY SHORING, IF NECESSARY, FOR SINGLE SPAN CONDITIONS. C_ THE DECK CAGE AND DEPTH HAVE BEEN SELECTED BASED ON THE WET WEIGHT OF CONCRETE AND THE FINAL DESIGN LOADS ONLY. CONSTRUCTION MATERIALS MAY NOT BE PLACED ON THE BARE METAL DECK. D. THE FINAL SLAB THICKNE55 SHALL BE NO LE -55 THAN CALLED FOR ON THE PLANS. CONCRETE SUBCONTRACTOR 15 TO PROVIDE ADDITIONAL CONCRETE REQUIRED DUE TO THE DEFLECTION OF UNSNORED 5EAM5 AND DECK. E. FOLLOW SDI SPECIFICATIONS AND COMMENTARY FOR COMPOSITE DECK INSTALLATION AND SITE STORAGE. F. ATTACHMENT: I. WELDING: a) DECK UNITS SHALL BE WELDED TO EACH STRUCTURAL SUPPORT MEMBER USING 5/8" DIAMETER PUDDLE WELDS AT ALL RIBS (36/4 FASTENER LAYOUT). WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS AND SIDE JOINTS AND SHALL BE COMPLETELY FU5ED TO THE SUPPORTING MEM5ER5. 12 1 13 1 b) 51DE LAPS OF ADJACENT UNITS 5HALL BE FASTENED BY WELDING (ON 18 GAUGE OR HEAVIER DECK ONLY) OR SKEET METAL SCREWS, 50 THAT SPACING BETWEEN FASTENERS AND BETWEEN THE FIRST FASTENER AND ANP SUPPORT DOES NOT EXCEED 18 INCHES. c) AT ALL OPENINGS AND PERIMETER EDGE CONDITIONS, DECK UNITS DECK UNITS SHALL BE WELDED TO EDGE STEEL USING 5/8"DIAMETER PUDDLE WELDS AT (o" O.G. 2. OVER LAP THE ENDS OF METAL DECK OVER 5UPPORTING BEAMS. STEEL ROOF DECK 1. ROOF DECK SHALL BE AS FOLLOWS: 1). ALL METAL ROOF DECK EXCEPT WHERE SHOWN ON PLAN SHALL BE 1 1/21f DEEP 22 GAGE WIDE RIB, MIN PROPERTIES: 5p=0.186 IN3, 5nm.192 IN3 , 120.169 IN4., GALVANIZED G90. 2. ROOF DECK SHALL BE PLACED IN AT LEAST TWO SPAN SEGMENTS. NO SINGLE SPAN CONDITIONS SMALL PE USED. 3. STEEL DECK SHALL CONFORM TO ASTM 4446 GRADES A, B, C, D, E OR F FOR GALVANIZED DECK, MINIMUM YIELD 5TRENGT+4 OF 33,000 P51. 4, STEEL DECK SHALL BE GALVANIZED WITH A PROTECTIVE ZINC COATING CONFORMING TO ASTM A525 G90 CLASS. 5. ATTACHMENT: U WELDING: a) ROOF DECK UNITS SHALL BE WELDED TO EACH STRUCTURAL SUPPORT MEMBER U51NG 5/8" DIAMETER PUDDLE WELDS AT ALL RIBS (36/1 FASTENER LAYOUT). WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS AND SIDE JOINTS AND SHALL BE COMPLETELY FUSED TO THE SUPPORTING MEMBERS. b) 51DE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY WELDING (ON 18 GAUGE OR HEAVIER DECK ONLY) OR SHEET METAL SCREWS, 50 THAT SPACING BETWEEN FASTENERS AND BETWEEN THE FIRST FASTENER AND SUPPORT DOES NOT EXCEED 18 INCHES. c) AT ALL ROOF OPENINGS AND PERIMETER ROOF EDGE CONDITIONS, ROOF DECK UNITS SHALL BE WELDED TO EDGE STEEL USING 5/8"DIAMETER PUDDLE WELDS AT (o" O.C. 2) PROVIDE A MINIMUM END BEARING OF 2'' OVER SUPPORTS. 3) END LAPS OF SHEETS SHALL BE A MINIMUM OF TWO INCHF5 AND SHALL OCCUR OVER SUPPORTS. ROOFS SHALL BE ERECTED BEGINNING AT THE LOW SIDE TO INSURE THAT END LAPS ARE SHINGLE FASHION. 4) ATTACH DECK TO EDGE SUPPORT WITH 5/8 DIA PUDDLE WELD a 61 O.C. SHOP DRAWING SUBMITTALS 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: 1) STRUCTURAL STEEL (,) 2) OPEN WEB STEEL J0I5TS s J015T GIRDER5 (*) 3) REINFORCING STEEL 4) PREFABRICATED METAL TRUSSES 0) 5) ROOF METAL DECK (o) CONCRETE MIX DESIGNS ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY, 3. MANUFACTURER'S LITERATURE: SUBMIT TWO COPIES OF MANUFACTURER'5 LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 4. DESIGN CALCULATIONS: THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW TWO SET OF DESIGN CALCULATIONS SEALED BY A FOLLOWING ITEM: 1) STRUCTURAL STEEL CONNECTIONS. PRE-ENGINEERED LIGHT GAGE METAL STUD 1, THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. TH15 SUBMITTAL SHALL BF CHFGKFD BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. THE SUBMITTAL SHALL INCLUDE COMPONENT DETAILS AND SYSTEM LAYOUT DRAWINGS, IT SHALL IDENTIFY THE PROJECT LIST LOADING AND OTHER CRITERIA. THE DRAWINGS SHALL IDENTIFY AND LOCATE COMPONENTS AND SHALL SPECIFY MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS (SUCH AS STUDS TO GONG SLAB, TO CMU WALL, TO STL MEMBER, ETC.) 4 ALL OTHER NECESSARY FABRICATION AND ERECTION INFORMATION. THE 5UBMITTAL SHALL INCLUDE CALCULATIONS VERIFYING ITS ADEQUACY TO RE315T THE LOADS INDICATED ON THE CONSTRUCTION DOCUMENTS. FABRICATION SHALL NOT COMMENCE UNTIL TH15 REVIEW 15 COMPLETED_ 2. DESIGN OF LIGHTGAUGE METAL FRAMING SHALL CONFORM TO THE LATEST EDITION OF "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STRUCTURAL STEEL MMBER5(4151). 3. MATERIALS: STUDS, RUNNERS AND ANGLES SHALL MEET THE REQUIREMENTS OF ASTM 1446 WITH MINIMUM YIELD STRENGTH AS FOLLOWS: 11114, AND 12 GAGE 5TUD5 50 K51 22, 20, AND 18 GAGE STUDS 33 KSI RUNNERS 33 KSI 4. METAL STUDS SHALL BE "C" SHAPED STUDS 5. PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER AND/OR SHOWN ON DRAWINGS FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 6. GALVANIZED FINISH SHALL COMPLY WITH ASTM A525 WITH A 590 COATING- ALL WELD5 SHALL BE TOUCHED UP WITH A ZINC=RIGH PROTECTIVE PAINT FOR CORROSION RESISTANCE. I. ALL STUDS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLE55 SPECIFICALLY DETAILED. 8. ALL METAL TO METAL CONNECTIONS TO BE WELD OR SCREW ATTACHMENT5 A5 SHOWN ON DRAWINGS OR A5 REQUIRED BY MANUFACTURER, 14 1 15 1 16 1 17 MASON)" LINTEL 5GN[)ALF ( CAFE CRETE LINTEL) MARK LENGTH (L) CA T-CRETF REMARK 1.3 +33.1, =36.5 P5F INTERIOR 10 TO 20 M8-1 2' -10" < L C 5"=1011 8F16=05/1T 20 TO 50 1-3 +30.2, =33.0 P5F PRECAST 50 TO 100 M15=2 5' -10" < L 14'-0" 8F16=113/7 UP TO 10 1.3 +33.1, -45.1 PSF PRECAST 10 TO 20 M5=3 14' -10" < L G 1-I'-4" 8FI6=25/2T THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS PRESTRESSED 20 TO 50 M5=4 2' =10" < L 17'-4" 12F16-2B/2T 50 TO 100 13 +28.6, -35.0 PSF PRECAST MB -5 51-1011 < L I1'4' 12F32 -25/2T PRFCA5T 1, PROVIDE MA50NRY LINTEL OVER ALL OPENINGS. IF NO LINTEL 15 SPECIFIED, PROVIDE M5=2. 2. PROVIDE MINIMUM END BEARING OF 8 GUT OJT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. 3_ MASONRY LINTEL SUBSTITUTIONS MJ5T BL APPROVED BY ''ADVANCED STRUCTURAL ENGINEERING" PRIOR TO INSTALLATION. CONT. KNOCK -OUT BLOCK ;OUR5F REINFORCED W/ '2)=15's CONT. GROUT 'OUR5E 50LID (TYP_) "= "U" SHAPED PRECAST CONCRETE LINTEL W/ CONT. GROUT COURSE SOLID TYP CONT. KNOCK=OUT BLOCK COURSE REINFORCED W/ (2)=#5'5 CONT. GROUT COURSE SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. 15'S CONT. (TYP.) "U" SHAPED PRE5TRE55ED CONCRETE L INTEL_ 10NT. KNOCK -OUT DLOCK rOUR5E REINFORCED W/ '2) -ma's CONT. GROUT '-OUR5E SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADONT'L. S's CONT. (TYP.) "U" SHAPED PRESTRESSED CONCRETE LINTEL. c�a m P 2 M L CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (1)=055 CONT. A5 5HOWN GROUT COURSE SOLID TYP "U" SHAPED PRECAST CONCRETE LINTEL W/ (U -115's #5's CONT. GROUT COURSE SOLID TYP t"ASCNR'r L NTEL 5C;HFF)ULF NOTE: SHORE PRECAST "U" L INTEL5 PER MANUFACTURER'S RECOMMENDATIONS. M3=5 _UN 1. KNOCK -OUT DLOCK IOUR5E REINFORCED LU/ CONT. GROUT '-OUR5E SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADMNT'L. 5's CONT. (TYP,) "U" aLTAPED 00FSTRM55FD CONCRETE LINTEL. SANFORD BUILDING DEPT. THE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT, A PERMIT ISSUED SHALL, BE CONSTRUED TO BE 4 L,ICEN TO PROCEED WITH 'TETE WORK, AND NOT A5 AUTIHORiTY TO VIOLATE, CANCEL.. ?rI-T'r.R, Or Se -r ; :[ODDE. S, NOR, SHALL PROVISIONS OF'PlE T1'-kL. COCSES, ISSUANCE OF A PE"tT P Vie. fs Id!T Ti IE BUILDING DEPT FROM THCRE'f FiFH" RCUtZIN S A CCIFIF�SC" `TION OF ERRORS 4.76' THE PLANS, L CIN�TRUGTION i O7THgk Vt0I»ATIC?N5 OF THE wCaDES- DESIGN WIND VELOCITY -120 MPH, 1=1.0 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 K I X F E AREA OF OPENINGS (SQ.FT) COEFFICIENT DESIGN PRESSURE UP TO 10 1.3 +33.1, =36.5 P5F INTERIOR 10 TO 20 1.3 +32.1, -35.0 PSF ZONE 20 TO 50 1-3 +30.2, =33.0 P5F 50 TO 100 1.3 +28.6, -31.5 P5F UP TO 10 1.3 +33.1, -45.1 PSF EDGE 10 TO 20 L3 +32.1, -42.1 PSF STRIP THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF I5 A CRIMINAL OFFENSE UNDER Is U.S.C. 20 TO 50 1.3 +30.2, =38.1 PSF MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 50 TO 100 13 +28.6, -35.0 PSF 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 K I X F E ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Pork, Florida 32792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No. FB 25873 MinshengXie P.E. D Florida No. 51161 07.15-10 -00 ok�\Ct 189 South Orange Avenue Suite 1700 Bai Orlando, Florida 32801 407.926.3000 Tel Barrios 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com Arch itects AA0002981 MIT B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S1 01 ■ PROJECT NIT 030318 00 Uj a swum SANFORD BUILDING DEPT. TH- E PLANS ARE REVIEWED AND C0NDITI0NA&LY AC C:CPTI_p FOR PIE.RMIT. A PERMIT ISSUED SHALL BE CONSTRUF'c) Tc`, BE A Li ENSe, TO PRO(XED WMI 'l -HE WORK Ah ') `,()F ,. AUTHORITY TO VIOLATE', C,1 f"i c EI -r 11 l ASIC 6- ANY OF I'F �iV1 ,It iV THE: t H 1 C 11- r 0,D ,, NOR SHALL I UAN C) . <, R �l r i V NT i FiL BUILDING'fl=Uvf 111E Faf IRI=CIUIR'IJNG A CQRREC- T ION C7F Lf r JRC { 1N f ri PLAN C> S RLICTIQN OR 1)"Th°!F'{ Vi, ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF I5 A CRIMINAL OFFENSE UNDER Is U.S.C. SEC. 566 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D.CK. ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Pork, Florida 32792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No. FB 25873 MinshengXie P.E. D Florida No. 51161 07.15-10 -00 ok�\Ct 189 South Orange Avenue Suite 1700 Bai Orlando, Florida 32801 407.926.3000 Tel Barrios 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com Arch itects AA0002981 MIT B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S1 01 ■ PROJECT NIT 030318 00 P N L i7 1 2 3 4 5 A3 6 7 FOOTING 5GPEDULE 9 10 11 SIZE E INP0 C MNT BOTTOM REINFORCEMENT TOP WIDTH x LENGTH x DEPTH UJF-2.0 2'-0"xCONT.xI'-0° e 4011 O_C. TRAN5V. (3)='S CONT. SEE GENERAL NOTES ON SKEET 51.01. WF -3.0 31-0"xCONTA'-0" o 4011 O.C. TRANSV- (3)-#5'S CONT_ DRAWINGS FOR ADDITIONAL DIMENSIONS F- .8 4--a6" '-9"x1'-0" (4)-#5 L.W. AND (6)-15 S.W. (4)- L.W. AND S.W. 1==3.0 31=0"x3'=0"xI'=0" (3)-05 EA. WAY (3)=15 EA. WAY F=4.0 4'=0"x4'- "1 = (4)-w5 EA. WAY -- .WAY F-5.0 5 0116'-01'x1'=2" (S)= EA. WAY (5)=S EA. WAY F=6.0 6'01'x6'=0"x1'=4" ((o)-5 EA. WAY (6)-#5 EA. WAY F=T.O 71=01'x7'=0"xl'=8" (7)- 6 EA. WAY (T)=% EA. WAY F=8.0 0' -01'x8' -01'x2'-0" (8)-% EA. WAY (W% EA. WAY i= -I(An 1(A'=n11v10)'-n'IvT-A'1 lG)=fit ;Zd MAY /Q)_#/ t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® DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION- IF 1)15CREPANCIE5 SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDINCx. ® 6" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- J2.9xW2.9 W_W.F. OVER 8 MIL VAPOR BARRIER ON ® COMPACTED SUBGRADE. COORDINATE ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCH'L. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. AND / OR CIVIL DRAWINGS) ® 5" (TOTAL) CONCRETE SLAB REINFORCED WITH (ox(o= ® 12.14J2.1 W.W.F. OVER 8 MIL VAPOR BARRIER ON EQPMT./MISC. CHANGES COMPACTED 5U5GRADE. COORDINATE ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF 05.10.10 WITH ARGH'L. DRAWINGS (EOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L_ AND / OR CIVIL DRAWINGS) ® 6" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x( - OWNER REVISION J2.9xW12.9 J.J.Q. OVER & MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ALL 01.08.10 SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCH'L. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. AND / OR CIVIL DRAWINGS) 12 1 13 1 14 ® INDICATES 6" MASONRY BEARING WALLS REINFORCED WITH (1)=6 BAR (VERT.) AND MATCHING DOWEL AT FOOTING AT 16" O.G. MAX. GROUT SOLID GONG. ALL THE PILLED CELLS- PROVIDE ADDITIONAL 5AR5 AS SHOWN ON PLAN AT ALL CORNERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQ'DJ TO UPPER MOST CONC. TIE BEAM OR KNOCK=OUT BLK. BEAM AND TERMINATE BARS W/ 90° 9" I-IOOK. ©=M= INDICATES 12" MASONRY BEARING WALLS REINFORCED WITH (1)-#5 BAR (VERT_) AND MATCHING DOWEL AT FOOTING AT 16" O.C- MAX. IN SOLID CONC. FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOJN ON PLAN AT ALL CORNERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQ'[).) TO UPPER M05T CONC. TIE BEAM OR KNOCK -OUT BLK. BEAM AND TERMINATE BARS W/ 90° 9" NOOK. ® INDICATES 0" MASONRY NON WALLS REINFORCED JITH (I)A5 BAR (VERT_) AND MATCHING DOWEL AT FOOTING AT 24" O -C. MAX_ IN SOLID CONC. ALL FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOWN ON PLAN AT ALL CORNERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQ'D.) TO UPPER MOST CONC. TIE BEAM OR KNOCK -OUT BLK. BEAM AND TERMINATE BARS W/ 90° 9" NOOK. 15 1 16 1 17 • INDICATES 0" MASONRY NON WALLS REINFORCED WITH (0-45 BAR (VERT.) AND MATCHING DOWEL AT FOOTING AT 46" O.C. MAX. GROUT SOLID GONG. ALL THE FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOWN ON PLAN AT ALL CORNERS, INTER6ECTION5, ADJACENT MASONRY OPENINGS AND P ENDS O WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQ'D.) TO UPPER MOST CONC. TIE BEAM OR KNOCK -OUT BLK. BEAM AND TERMINATE BARS W/ 900 9" HOOK. THE MAX. SPACING OF CONTROL JOINT FOR ENCLOSURE SPACE SMALL BE 210'-0" O.C_, AND FOR OPEN SPACE SHALL BE V=0" O.C. SEE DETAIL S/5S_01_ N 10 SEE ARCH'L. DRAWINGS FOR LOCATIONS / LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON=BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES. 12 COORDINATE ALL SLAB (TOPPING) SLOPES AND DEPRESSIONS WITH ARCH'L_ DRAWINGS. (EOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. DRAWINGS) 13 SEL MECHANICAL DRAWINGS FOR LOCATION (ON PLANK) M OF MECHANIGAL UNTT5. H.C. MANUFACTURER / SUPPLIER TO DESIGN FOR UNIT WEIGHT. A5 REQUIRED VEi IFl WEIGHTS WITH MECHANICAL DRAWINGS_ 14 — IND ICATE5 CMU WALL CONTROL JOINT LOCATION TO MATCH ARCH STUCCO JOINT. H G F E C L1.1 A C 1 I 2 I 3 4 I 5 0'-0" (REQ.) T/GONG. SLAB =I'=4" MIN. (REF.) T/FOOTING5 AND ADJUST T/FOOTING5 TO BE 12" MIN BELOW FINISHED GRADE WHICH EVER IS LOWER U.N.O. 6 7 FOUNDATION PLAN SC -ALL: 1/1611-11-011 A 1- 8 1 9 1 10 1 11 112 1 13 1 14 1 15 1 16 1 17 L K J H G F E ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-677-5565 Fax 497-677-5996 Certificate of Authorization No. EB 25873 D C B A Architects Minsheng Xie P.E. Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S2mOl PROJECT NO: 090318 00 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING; REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 06.25.10 EQPMT./MISC. CHANGES 2Q 05.10.10 OWNER COMMENTS Q 02.26.10 OWNER REVISION 01.08.10 CITY COMMENTS 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. I CK. ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-677-5565 Fax 497-677-5996 Certificate of Authorization No. EB 25873 D C B A Architects Minsheng Xie P.E. Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com AA0002981 DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S2mOl PROJECT NO: 090318 00 P N M L K I L F E 0 C« A i I 1 I 2 3 4 I 5 I 6 7 8 9 10 11 12 13 14 15 I 16 I 17 b - L GROUT SOLID ALL FILLED SELLS OF MB -5 AE30VE 4 I ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. I I ITT 5C;ALE. 3/32"=I'-011 1 2 3 4 SIM. TO 12/55.06 CE3=2: ,5"x40" W/(2) 08 TOP 4 E30TT AND 03 TIES ,@ 0" O -C_ CC -2: 0"x16" CONCRETE COLUMN WITH (6)='s VERT. AND 4 03 TIES AT 6" O.G. i 7 FLOOR FLAN NOTES: 0 SEE SHEET 51.01 FOR GENERAL NOTES. ® FLOOR CONSTRUCTION: FLOOR IS 9/16" DEEP 24 GAGE NON -COMPOSITE DECK, WITH MIN PROPERTIES (NnOO K51).- 5p=0.051 IN3 5r=0.051 IN3 I p = 0.019 IN4, In --0.0113 IN4, WITH NORMAL WEIGHT CONCRETE (145 PCF) -3)/2" TOTAL SLAB DEPTH (T=3"). REINFORCED WITH OX(o-W2.1xW2.1 W.W.F. PLACED I" BELOW TOP OF SLA5. ® SFE MECHANICAL DRAWINGS FOR LOCATION (ON JOIST) OF MECHANICAL UNITS. J015T MANUFACTURER / SUPPLIER TO DESIGN FOR UNIT WEIGHT AND ADDITIONAL 1 115CELLANECU5 ROOF FRAMING (UNIT SUPPORT AND AROUND ROOF OPENINGS, ETC.) AS REQUIRED VERIFY WEIGHTS WITH MECHANICAL DRAWINGS. ® PROVIDE MASONRY LINTEL OVER ALL OPENINGS. IF NO LINTEL TYPE IS INDICATED, PROVIDE TYPE M5-2 FOR 8" CMU WALL -SEE GENERAL NOTES FOR MASONRY LINTEL SCHEDLLE. PROVIDE SHORING DURING CONSTRUCTION, IF LINTEL SPAN MORE THAN SIX FEET. ® - INDICATES METAL FLOOR DECK SPAN, 0 PROVIDE DOUBLE KNOCKOUT BLOCK E30ND REAM W/ (2)-S @ EA. COURSE FOR FLOOR JOISTS AND DECK 5LARING- THE LENGTH OF SPL ICE OF HORIZONTAL RE5AR5 SHALL BE 40 DIA. RE15AR MIN. ALL CMU BLOCK ABOVE DOOR AND WINDOW OPENING SHALL HAVE #5 a 1(o" O.G- GROUT 50LID- 8 1 9 1 10 ROOF HRAt"*IING FLAN SALE: 1/1ro=1'=0" ROOD FLAN NOTES- F11 OT S-0 SEE SHEET 51-01 FOR GENERAL NOTES. ROOF CONSTRUCTION: ROOFING (COORDINATE WITH ARCH'L. DRAWINGS) OVER 1 I/2" (DEEP, 22 GAGE (GALV-) "WIDE RIS" METAL DECK (SEE GENERAL NOTES ON SHEET 51.02 FOR ADDITIONAL INFORMATION) SLE MECHANICAL DRAWINGS FOR LOCATION (ON JOIST) OF MECHANICAL UNITS. JOIST MANUFACTURER / SUPPLIER TO DESIGN FOR UNIT WEIGHT AND ADDITIONAL MISCELLANEOUS ROOF FRAMING (UNIT SUPPORT AND AROUND ROOF OPENINGS, ETC.) AS REQUIRED VERIFY WEIGHTS WITH MECHANICAL DRAWINGS. PROVIDE MASONRY LINTEL OVER ALL OPENINGS. IF NO LINTEL TYPE IS INDICATED, PROVIDE TYPE M5=2 FOR a" CMU WALL. 5EE GENERAL NOTES FOR MASONRY LINTEL SCHE®ULE. PROVIDE SNORING DURING CONSTRUCTION; IF LINTEL SPAN MORE THAN SIX FEEL INDICATES METAL ROOF DECK SPAN- ] PROVIDE DOUBLE KNOCKOUT BLOCK 50ND BEAM W/ (2) -*5 6 EA. COURSE FOR ROOF JOISTS AND DECK BEARING. THE LENGTH OF SPLICE OF HOR17ONTAL REBARS SMALL BE 4a DIA, REBAR MIN. ALL CMU BLOCK A50VE DOOR AND WINDOW OPENING SMALL HAVE 05 Q 16" O -C- GROUT SOLID. C5-1: 8"x32" W/(2) 06 TOP 4 E30TT AND 113 TIES v" O.C. INDICATES MOMENT FRAMING 32x22 4 ' 12x(ox2 BELOW - - / i - 20K5 W/ R11 INDICATES MOMENT FRAMING PER 5/55.05 TYP T T512x6x2 BELOW BELOW ,5 W/ Rll 7 5LLOW ROVIDF a" KNOCK -OUT LOCK W/(I)="5 CONTINUOUS GROUT SOLID (TYP.) 11-2 VERT. IN SOLID CONC. ROUT SOLID 0 32" O.C. GOORD- W/ARCH'L. 7/PARAPET FREAK=OUT FACE OF BLOCK AS REQUIRED FOR JOIST END TO BEAR ON TIE SEAM, GROUT SOLID W/CONCRETE. (TYP.) - SEE PLAN T/BOND BEAM BOND BEAM. D13=1 DOUBLE KNOCK -OUT BLOCK W/ (2) 05 CONT. EACH COURSE GROUTED SOLD (TYPICAL) PROVIDE 'DUR-O-STOP" CONT. UNDER ALL 50ND BMS. (TYPJ ADD f T I OVAL KNOCKOUT BLOCK W/(I)=S CONT. L4x4x1/4xCONT. ATTACHED W/3/4 x Go" "HILTI" HY150 ADHE51VF ANCHORING SYSTEM OR EQUAL AT 32" O.C. (MAX.) TYP. — � / K SUPPORT ANGLE: 4x4x1/4xCONT. ATTACHED W/3/4t x (o" "HILTI" HY150 ADHESIVE ANCHORING SYSTFM OR EQUAL AT — 32 "OC (MAX-) TYP- 3/l h 2 TYP- AT EACH 3/16 JOIST '—L3x3x1/4 Q EA JOIST -JOIST SEARING SEAT: PLATE I/4"x4"x0'-10" LG. W/(2)=1/2"4x(b"LG- HEADED STUD ANCHORS (S" C/C) PROVIDE (2)-1/24 AIR BLEED HOLES. (TYP.) 3/l(o TYP. - ADDITIONAL KNOCKOUT BLOCK W/(I)-05 CONT. - 0" REINFORCED MASONRY SEE PLAN FOR 517F AND SPACING OF REINF'G- (TYP-) PRE FABRICATED METAL CANOPY I SECTION AT METAL CANOM/ SCALE: 3/4` =1'-0' 11 12 13 14 15 16 17 P N M L 12 3 I G F ASE ENGINEERING SERVICES, INC. 1265 South Semomn Boulevard, Suite 1250 Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel c Barrios 407.926.3390 Fax info@bakerbarrios.com www. bakerbarrios.com Architects AA0002981 1 A DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S3N01 PROJECT NLI,: 09031800 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 06.25.10 EQPMT./MISC. CHANGES 05.10.10 OWNER COMMENTS Al 02.26.10 OWNER REVISION 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. ASE ENGINEERING SERVICES, INC. 1265 South Semomn Boulevard, Suite 1250 Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel c Barrios 407.926.3390 Fax info@bakerbarrios.com www. bakerbarrios.com Architects AA0002981 1 A DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S3N01 PROJECT NLI,: 09031800 1 2 3 4 5 6 7 PROVIDE LADDER TYPE JOINT (HORIZ.) REINF'G. AT 16 "O.C. (MAX.) TYP. ALL DWLS. TO BE TIED P IN PLACE BEFORE PLACING CONCRETE.— FILL ALL CELLS SOLID - (TYP.) GRADE, SEE CIVIL AND / OR ARCD. N DWG'S (TYP.) �SEE PLAN T/FTG. c M z 3" CL R. (TYP_) 40 A EXTERIOR CMU WALL AT FOOTING DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEMP. TIES (TYP'.) TURN 1/2 BLOCK ON EDGE EVERY 2nd. COUR5E (TYP.) SEE PLAN Y T/FTGtu z u' o c WALL FOOTING (WF- ) SEE PLAN AND FOOTING SCHEDI FOR SIZE AND REINFORCING (TYP.) STANDARD 90° NOOK. (TYE., CONCRETE TIE COLU 7 8 I 9 NOTE: CONCRETE COLUMNS MAY BE OVER POURED TO SUIT BLOCK COURSING SIZES 5HOWN ARE MIN'S. REQUIRED AND FOR TIE COLUMN TIES (CAGES) MN AT FOOTING AND TYPES DAYTON SUPERIOR G-33 PREPARE THE EDGE ON EA. SCREED KEY JOINT OR SIDE OF JOINT WITH APPROVED EQUAL 1/8" RADIUS AND FILL 1/4 SAW CUT OR WITH FILLER MATERIAL K PREMOLDED STRIP = 714(1)=#3 CONT. EA. SIDE OF JOINT STOP 5LA5 REINF. I/2" 5Q. x 1'-0" LG. REINF'G_ DONT. AT 3/8"A l' (VERT.) JOINT (W.W.F.) 3" EA. SIDE SMOOTH BAR DOWELS CONTROL JOINT IN 3/8" AT EACH SIDE OF OF JONT_ (TYP.) 30i' O.C. (CENTERED CONC. TIE BEAM. JOINT CONC. TIE REAM. J AT KEY) AT T IF CONTROL JOINT CONST LILT ION JOINT SRUJ CONTROL JOINT NOT5: GONSTLICTION JOINT NOTES: UN 1. MAKE SAW CUT AS SOON AS 5LA5 IS ABLE TO SUPPORT I. SEE PLAN FOR SLAB THICKNESS (T) AND REINFORCING. R REINF' . G CONT. IN KNOCK -OUT 50N D WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT 2. SLAB REINFORCEMENT SHALL BE CHAIRED BY 501LSEAM(Tl'PJ JOINT H DAMAGE TO FINISH SURFACE OF SLAB. SUPPORTED SLAB BOLSTERS 3'-0" O.C. EA. WAY. . 2. ALL SAW CUT CONTROL JOINTS SHALL BE "SOFT CUT" 3. TEAK BOND BETWEEN NEW AND PREVIOUSLY PLACED AT BONE) E3FAM WITHIN 2 HOURS AFTER FINAL FINISHING. SLAB BY SPRAYING OR PAINTING EXP05ED SIDE OF 3_ CLEAN JOINT PRIOR TO FILLING THE JOINT_ SLAB AND DOWEL WITH A CURING COMPOUND, ASPHALTIC NOTE: EMULSION, OR FORM OIL_ JOINT DISCONTINUE HORIZ. JOINS �I�� �"I��I�Lc NOBS: 4. REFER TO GENERAL NOTES, GENERAL 5F'ECIFICATIONS, 4 REINF. AT JOINT DRAWINGS FOR SUB -FLOOR DRAINAGE SYSTEM, SUBGRADE PREMOLDED RU55ER TOOL JOINT AND I. FILLER MATERIAL USED SHALL HAVE A MINIMUM SHORE PREPARATION AND/OR MUD SLAB REQUIREMENT5. INSERT CAULK EA. SIDE A HARDNESS OF 35, AND SHALL CONFORM TO ASTM D2240, 5. 5UBGRADE SHALL BE FREE OF STANDING WATER AT THE JOINT FILLER SHALL BE APPROVED BY ENGINEER PRIOR TIME OF CONCRETE PLACEMENT. TO APPLICATION. APPROVED JOINT FILLER IS VULKEM On-ami3,__c,V 245 ,4S MANUFACTURED BY MAMECO INTERNATIONAL OR JOINT LOCATION >�'',�CNCS N0T5: APPROVED EQUAL_ REINF_ FILLED CELL KEEP JOINT FREE 2. WHERE POSSIBLE, FILLER MATERIAL SMALL BE APPLIED 1, GENERAL CONTRACTOR TO VERIFY THE ARCHITECHURAL EACH SIDE OF JOINT OF DE5RI5 DURING WHEN BUILDING IS UNDER PERMANENT TEMPERATURE FLOOR FINISH AND COORDINATE THE LOCATION5 OF ALL LU/(I)-#5 (VERT.) TYP. CONSTR. (TTP.) CONTROL. THIS SHALL BE EITHER AT THE END OF SLAB CONTROL AND/OR CONSTRUCTION JOINTS WITH CONSTRUCTION OF THE COMPLETE BUILDING SHELL, ORA THE ARCHITECHURAL FLOOD FINISH (TYPICAL). CONSTRUCTION F MINIMUM OF '90 DAYS AFTER SLAB CONSTRUCTION. 2. PROVIDE CONTROL AND/OR CONSTRUCTfON JOINTS AT 3. FOLLOW STRICTLY THE MANUFACTURERS RECOMMENDED EVERY COLUMN LINE 4 BETWEEN THE COLUMN LINES SUCH PROCEDURES FOR APPLYING THE JOINT FILLER. THAT THE JOINT SPACING DOES NOT EXCEED 20'-0" O.C. LOCATION FOR CONTROL JOINT OR SLAB AREA DOSE NOT EXCEED 400 SQ. FEET. AND LOCATION SEE PLAN TO MATCH SLAB PROPORTIONS DO NOT EXCEED A 2:1 RATIO. W/ ARCM STUCCO JOINT (TYPICAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS)_ TYPICAL SLAB ON GRADE CONTROL AND CONSTRUCTION JOINT DETAIL R. l v SCALE: 3/4" =1'-0" MA50NRY WALL ABOVE INFILL W/ CONCRETE SEE PLAN (2) % GROUTED SOLID AROUND PIPE SLEEVE Fil c B PIPE SLEEVE MIN, 2" GREATER THAN PIPE 1 VERT_ REINF, IN CONIC_ FILLED TS 8x&1/2 CELL 4 MATCHING DOWEL W/ TS 6xIl LAP AT TOP OF SLAB, SEE PLAN STOP GROUT MIN 1 1/2" BELOW TOP FOR 51ZE 4 SPACING. CUT OUT (SLE PLAN) FACE SHELL OF BLK. AT lst MORE THAN ONE HOUR COURSE FOR FOR CLEAN-OUT Q 4 INSPECTION DOLE (TYP.) T/SLAB PLACE ALL 1N5P KNOCK=OUT a a ON EXTERIOR OF WALLS RECONSOLIDATE LATER 5E1=ORE SEE PLAN FOR CONCRETE �p SLAB ON GRADE AND 30 MINUTES BEFORE PLACING NEXT LIFT - REINFORCING. (TYP.) d SEE PLAN SUBMIT MIX DESIGN FOR REVIEW. IN GROUT FILLED H T/SLAB - ® COMPRESSIBLE JOINT FILLER (TYP_) -74-VZ:- 48'O.C. (MAX_) TYP_ PROVIDE STEEL PIPE SLEEVE a AT ALL MECH'L_ PIPE THRU WALL LOCATIONS. DROP FOOTING AS SEE PLAN LOCATE CENTER REQ'D. CONTRACTOR TO COORD. - II DO NOT EXCAVATE UNDER BARS TO MATCH EXISTING FOOTING TO INSTALL 05.10.10 OWNER COMMENTS -1 PLUMBING. (5EE SEC. /55.02) DOWEL POSITION 11.16.09 ISSUED FOR PERMITTING = IF STEP FTG_ 15 REQ'D.) TYP. - = Revisions / Submissions D. CK. SEE PLAN 4 SCHED. FOR EQ. a" EQ. WALL FTG. SIZE 4 REINF, 40 A EXTERIOR CMU WALL AT FOOTING DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEMP. TIES (TYP'.) TURN 1/2 BLOCK ON EDGE EVERY 2nd. COUR5E (TYP.) SEE PLAN Y T/FTGtu z u' o c WALL FOOTING (WF- ) SEE PLAN AND FOOTING SCHEDI FOR SIZE AND REINFORCING (TYP.) STANDARD 90° NOOK. (TYE., CONCRETE TIE COLU 7 8 I 9 NOTE: CONCRETE COLUMNS MAY BE OVER POURED TO SUIT BLOCK COURSING SIZES 5HOWN ARE MIN'S. REQUIRED AND FOR TIE COLUMN TIES (CAGES) MN AT FOOTING AND TYPES DAYTON SUPERIOR G-33 PREPARE THE EDGE ON EA. SCREED KEY JOINT OR SIDE OF JOINT WITH APPROVED EQUAL 1/8" RADIUS AND FILL 1/4 SAW CUT OR WITH FILLER MATERIAL K PREMOLDED STRIP = 714(1)=#3 CONT. EA. SIDE OF JOINT STOP 5LA5 REINF. I/2" 5Q. x 1'-0" LG. REINF'G_ DONT. AT 3/8"A l' (VERT.) JOINT (W.W.F.) 3" EA. SIDE SMOOTH BAR DOWELS CONTROL JOINT IN 3/8" AT EACH SIDE OF OF JONT_ (TYP.) 30i' O.C. (CENTERED CONC. TIE BEAM. JOINT CONC. TIE REAM. J AT KEY) AT T IF CONTROL JOINT CONST LILT ION JOINT SRUJ CONTROL JOINT NOT5: GONSTLICTION JOINT NOTES: UN 1. MAKE SAW CUT AS SOON AS 5LA5 IS ABLE TO SUPPORT I. SEE PLAN FOR SLAB THICKNESS (T) AND REINFORCING. R REINF' . G CONT. IN KNOCK -OUT 50N D WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT 2. SLAB REINFORCEMENT SHALL BE CHAIRED BY 501LSEAM(Tl'PJ JOINT H DAMAGE TO FINISH SURFACE OF SLAB. SUPPORTED SLAB BOLSTERS 3'-0" O.C. EA. WAY. . 2. ALL SAW CUT CONTROL JOINTS SHALL BE "SOFT CUT" 3. TEAK BOND BETWEEN NEW AND PREVIOUSLY PLACED AT BONE) E3FAM WITHIN 2 HOURS AFTER FINAL FINISHING. SLAB BY SPRAYING OR PAINTING EXP05ED SIDE OF 3_ CLEAN JOINT PRIOR TO FILLING THE JOINT_ SLAB AND DOWEL WITH A CURING COMPOUND, ASPHALTIC NOTE: EMULSION, OR FORM OIL_ JOINT DISCONTINUE HORIZ. JOINS �I�� �"I��I�Lc NOBS: 4. REFER TO GENERAL NOTES, GENERAL 5F'ECIFICATIONS, 4 REINF. AT JOINT DRAWINGS FOR SUB -FLOOR DRAINAGE SYSTEM, SUBGRADE PREMOLDED RU55ER TOOL JOINT AND I. FILLER MATERIAL USED SHALL HAVE A MINIMUM SHORE PREPARATION AND/OR MUD SLAB REQUIREMENT5. INSERT CAULK EA. SIDE A HARDNESS OF 35, AND SHALL CONFORM TO ASTM D2240, 5. 5UBGRADE SHALL BE FREE OF STANDING WATER AT THE JOINT FILLER SHALL BE APPROVED BY ENGINEER PRIOR TIME OF CONCRETE PLACEMENT. TO APPLICATION. APPROVED JOINT FILLER IS VULKEM On-ami3,__c,V 245 ,4S MANUFACTURED BY MAMECO INTERNATIONAL OR JOINT LOCATION >�'',�CNCS N0T5: APPROVED EQUAL_ REINF_ FILLED CELL KEEP JOINT FREE 2. WHERE POSSIBLE, FILLER MATERIAL SMALL BE APPLIED 1, GENERAL CONTRACTOR TO VERIFY THE ARCHITECHURAL EACH SIDE OF JOINT OF DE5RI5 DURING WHEN BUILDING IS UNDER PERMANENT TEMPERATURE FLOOR FINISH AND COORDINATE THE LOCATION5 OF ALL LU/(I)-#5 (VERT.) TYP. CONSTR. (TTP.) CONTROL. THIS SHALL BE EITHER AT THE END OF SLAB CONTROL AND/OR CONSTRUCTION JOINTS WITH CONSTRUCTION OF THE COMPLETE BUILDING SHELL, ORA THE ARCHITECHURAL FLOOD FINISH (TYPICAL). CONSTRUCTION F MINIMUM OF '90 DAYS AFTER SLAB CONSTRUCTION. 2. PROVIDE CONTROL AND/OR CONSTRUCTfON JOINTS AT 3. FOLLOW STRICTLY THE MANUFACTURERS RECOMMENDED EVERY COLUMN LINE 4 BETWEEN THE COLUMN LINES SUCH PROCEDURES FOR APPLYING THE JOINT FILLER. THAT THE JOINT SPACING DOES NOT EXCEED 20'-0" O.C. LOCATION FOR CONTROL JOINT OR SLAB AREA DOSE NOT EXCEED 400 SQ. FEET. AND LOCATION SEE PLAN TO MATCH SLAB PROPORTIONS DO NOT EXCEED A 2:1 RATIO. W/ ARCM STUCCO JOINT (TYPICAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS)_ TYPICAL SLAB ON GRADE CONTROL AND CONSTRUCTION JOINT DETAIL R. l v SCALE: 3/4" =1'-0" MA50NRY WALL ABOVE INFILL W/ CONCRETE SEE PLAN (2) % GROUTED SOLID AROUND PIPE SLEEVE Fil c B PIPE SLEEVE MIN, 2" GREATER THAN PIPE 1 T TS 8x&1/2 I"x16"x1'-4"LG TS 6xIl 3/411x12"x1'-0" STOP GROUT MIN 1 1/2" BELOW TOP T (SLE PLAN) 2 If TYP PIPE PENETRATION AT FOOTING SCALE 3/4' =1'4 FOOTING REINF. r • c r i r REINF. TO MATCH FOOTING REINF. 6 MASONRY JOINTS SCALE 3/47 I' -IT SEE PLAN FOR CONCRETE SLAB ON GRADE AND REINFORCING. (TYP.) 51TE WORK BUILDING WORK RE:C �.. SLOPE PER ARCH_ 19 Ln T 8"x16" THICKENED EDGE W/(2) S CONT. 8„ COMPACTED SUBGRADE. (TYP.) 10 THICKENED SLAB EDGE DET 3 1 4 I 5 1 6 1 7 1 8 10 11 12 13 14 15 16 17 COLUMN SIZE BASE PLATE SIZE TS 8x&1/2 I"x16"x1'-4"LG TS 6xIl 3/411x12"x1'-0" WALL BEYOND S x CONT. ip SEE PLANS AND PLAN NOTES FOR t� �s LOCATION OF GROUTED CELLS SLOPING STOP GROUT MIN 1 1/2" BELOW TOP (SLE PLAN) MORE THAN ONE HOUR SEE PLAN MAX HEIGHT OF POUR -_ 10'=0". WAIT T/SLAB PROVIDE (U- VERT.— WITH FLEXIBLE CABLE VIBRATOR. RECONSOLIDATE LATER 5E1=ORE - W/STND. 90 DEGREE 30 MINUTES BEFORE PLACING NEXT LIFT - KOOK AT EACH END ( 2) #5 CONT SUBMIT MIX DESIGN FOR REVIEW. IN GROUT FILLED MAXIMUM AGGREGATE SIZE = 3/8" SOLID CELL AT SAME MIX AS USED FOR TIE BEAMS, 48'O.C. (MAX_) TYP_ Ell OIL SEE PLAN LOCATE CENTER II T/FTG. BARS TO MATCH 05.10.10 OWNER COMMENTS -1 DOWEL POSITION 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions COLUMN BASE PLATE: 1"x16"xl'=4116 -------- (4)=3/44 A36 ANCHOR BOLTS W/ DOUBLE NUTS 4 WASHERS. HEAVY HEX (TOP NUT) TYP. CER. v EQ. a" EQ. OVER SIZED WF- (SEE PLAN) PLATE WASHER (TYP.) --------- SECTION a CMU WALL OPENING SCALE: 3/4' -1'-0' AIL OUTSIDE CORNER BARS TO MATCH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING EARS. (TYP.) PROVIDE 2x4 KEYWAY (TYP.) TYPICAL HORIZONTAL REINFORCING, STANDARD NUT (BOTTOM LEVELING NUT) TYP. TYPICAL - ALL ANCHOR BOLT SEE PLAN T/GRADE BM. a SEE PLAN T/GRADE BM_ 24" (MIN.) LAP - ro�NF�s N�ks�:.ices HORIZONTAL REINFORCING AT BEAMS ;1 MASONRY WALLS AND FOOTINGS SCALE: 3/4' =1'-0' SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS 48 BAR DIAMETER LAP 5PLICE TYPICAL EXCEPT AT ALL SPLICES LAY UP NEXT 5=0" OF WALL AFTER LOWER SECTION 15 GROUTED GROUT TO CONFORM TO ASTM 0416. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8" SLUMP - 8" TO Il". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. MAXIMUM LIFT - 5'=0" NOTE: DO NOT GROUT UNTIL MORTAL HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LE55 THAN 24 HOURS. D GROUTING SECTION TYPICAL LOW LIFE (D 2" ..6' .6" ..2„ 1 1/4 ti LJ 00 COLUMN BLOCK-OUT: 21=6"x2'-6" (SHAPED) FILLED W/GONG. AFTER COLUMN HAS BEEN INSTALLED_ (TOP MATCH THAT OF ADJACENT.) TYP. OF "75" 5TL. COLUMN - ANCHOR BOLT. (TYP.) COL. BA5E "TS" STEEL COLUMN: SEE PLAN PLATE_ (TYP_) FOR 51ZE AND LOCATIONS (TYP. PROVIDE BIT. COATING ON STL. 5URFACE5 EXPOSED BELOW T/SLAB. (TYP.) SEE PLAN FOR CONIC, SLAB ON GRADE AND REINF'G. (TYP.) c o N NIV w t= Ca V)Sli 7L p P N M L p A 4" HOOK. 3„ J CLR. EQUAL EQUAL 0- `-(SEE PLAN) - SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING. (TYP.) z STEEL CSL. AT FOOTING.. rrA / SCALE 314' =1'-0" COL_ FTG_ SEE PLAN 4 5' HED WALL FTG. (WS= ) SEE PLAN 4 SCHED. CONT. 2x4 KEYWAY z' -o" (MIN-) (CONTRACTORS OPTION) EXTEND WALL FTG. REINF. (TYP.) TYP. WALL FOOTING AT COLUMN FOOTING � l SCALE 3/4" =1'-0" ip SEE PLANS AND PLAN NOTES FOR t� �s LOCATION OF GROUTED CELLS 1�7 STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR 15 STOPPED FOR MORE THAN ONE HOUR MAX HEIGHT OF POUR -_ 10'=0". WAIT 3 TO 5 MINUTES AND CONSOLIDATE A22 WITH FLEXIBLE CABLE VIBRATOR. RECONSOLIDATE LATER 5E1=ORE - PLASTICITY IS LOST_ WAIT MINIMUM/��% 30 MINUTES BEFORE PLACING NEXT LIFT - ROUT GTO CONFORM TO ASTM 0416. ( 2) #5 CONT SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8" SLUMP = 8" TO 11". DO NOT USE SAME MIX AS USED FOR TIE BEAMS, PRE-ENGINEERED METAL STAIR L3x3x1/4x6" LONG w/ (2)1/2'' DIA A.B. OR EXP BOLTS PROVIDE GLEAN OUT HOLE MINIMUM SECTION SIZE 3"x 3 ALL OVERHANGING SCALE 314" =1'-0" MORTAR AND DEBRIS TO BE REMOVED 13 o FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING BUT AFTER D / i -R a INSPECTION. Li NOTE - DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LE55 THAN 24 HOURS. GROUTING SECTION TYPICAL HIGH LIFT 12 SCALE: 3/4' =1'-0' W C F E ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-6Y7-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 47-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel c 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com Arch1tects AA0002981 B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5001 PROJECT NO,! 0130318 00 ip ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 1$ U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. t� �s i� 15 1�7 17 3 06.25.10 EQPMT./MISC. CHANGES 05.10.10 OWNER COMMENTS 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-6Y7-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 47-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel c 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com Arch1tects AA0002981 B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5001 PROJECT NO,! 0130318 00 ip t. t. t� �s i� 15 1�7 17 4 5 6 7 g 9 10 11 12 13 14 15 16 17 1 2 3 VERTICAL BAR IN GONG. FILLED VERTICAL BAR IN CONG. FILLED CELL W/LAP AT TOP OF 5LAB CELL W/LAP AT TOP OF SLAB AND MATCHING DOWEL AT FTG. PROVIDE LADDER TYPE AND MATCHINC4 DOWEL AT FTG. SEE PLAN FOR SIZE AND LOC'S. JOINT (HORIZ.) REINF'G. VERT. REINF, IN CONG. FILLED 4 SEE FLAN FOR 517F AND LOC'S. (CUT OUT FACE SHELL OF BLK. At III. (MAX_) TYP. CELL4 MOP O NATCHSLABWSEE PLAN EL W1 (CUT OUT FACE SHELL OF BLK. FOR FOR CLEAN-OUT AND LAP FOR FOR CLEAN-OUT AND ALL DWL5. TO BE TIED FOR SIZE 4 SPACING. CUT OUT FACE 51=IEEE OF SLK. AT 1St ° INSPECTION ROLL) TYP. PROVIDE LADDER fil'PE P PROVIDE LADDER TYPE JOINT (HORI,Z.) RLINF'G_ ' P IN PLACE BEFORE a a AT I6"O.G. (MAX.) TYP'. PLACING CONCRETE. COURSE FOR FOR GLEAN-OUT 4 INSPECTION HOLE (TYP_) JOINT (HORIZ.) REfNF G. a AT 16 "O.C. (MAX.) TYP. 3 z z FILL ALL CELLS SOLID < SLOPING 5LOPIN ALL DWLS. TO BE TIED_ (T,rP')_ SEE PLAN FOP CONCRETE IN PLACE BEFORE n d n SLAB ON GRADE AND (SEE PLAN) (SEE P N_) ALL DWLS. TO BE TIED _ SEE PLAN FOR CONCRETE J — — IN PLACE BEFORE n < PLACING CONCRETE. SLAB ON GRADE AND REINFORCING. (TYP.) d _ , PLACING CONCRETE. INFORGfNG. (TYP,) GRADE, SEE CIVIL _ a = ' =I l COMPACTED SUBGRADE. m DINT MATERIAL, SEE ARCH'L. � N N I I —I SEE PLAN AND / OR ARCH, b a —1 �' DRAWINGS. ITYP.J T/SLAB 3 ' ,LLI a:.0 I I =1 Q III" ;=I�, I�1 I 2 SEE PLAN T- T/FTG. 3" CER. SOLID GROUTED CMU COMPACTED SUBGRADE. z � = u__u (TYP.) STEM WALL u n0 5OLI0 GROUTED CMU �= EQ. a" EQ. �°a?� M M SEE PLAN 4 5CHED. FOR I o STEM WALL n I- SEE PLAN 4 SGHED, WALL FTG. SIZE 4 REINF. _ pL00%0 U SII CLR. 3" CER. CLR. EQ. a" EQ. _ 1 (TYP,) 11 (TYP.) 11 v CLR. EQ. EQ. EQ EQ. SEE PLAN 4 SIGHED, FOR WF (SEE PLAN) EQ. �" EQ. SEE PLAN 4 SIGHED, SEE PLAN 4 SCHED. WALL FTG_ SIZE 4 REINF_ S "FOOTING SIGNED LE" UJFm (SEE PLAN) _400*FOR SIZE AND REINF'G_ S "FOOTING 5CHE0 LE" SEE PLAN 4 SCHED. FOR. WALL FTG. SIZE 4 REINF. 3 INTERIOR CMU WALL AT FOOTING SCALE 314' =1'-0" SECTION INTERIOR CMU WALL AT FOOTING 1 SCALE: 314' =1'-0' 2 SCALE 314" =1'-0' 2 II � II � I1 2 II 1/4 PROVIDE LADDER TYPE K JOINT (HORIZ.) REINF'G. VERT. REINF, IN GONG. FILLED = - AT 16"O.C. (MAX.) TYP. CELL 4 MATCHING TOWEL W/ LAP AT TOP OF SLAB. SEE FLAN KNOCK OUT BLOCK W/ ALL DWLS. TO BE TIED FOR SIZE 4 SPACING. CUT OUT GROUT SOLID GROUT CELLS SOLID AT IN PLACE BEFORE FACE. SHELL OF BLK. AT Ist ALL VERT. WALL REINF'G. COURSE FOR FOR CLEAN PLACING CONCRETE_ SEE PLAN FOR 51ZE AND GALV COL BASE PLATE. 3/S' 7 1/2" 4 INSPECTION HOLE (TYF.) LOCATION. (TYP.) 111x1"xl'=4°LG. SLL PLAN FOR CONCRETE JOINT TRUSS TYPE (4)=5/0"0XII-2"+3" HOOK—/ JOINT (HORIZ.) REINF'G. FOOTING REINFORCING: SEE A3& ANCHOR BOLTS. o SLAB ON GRADE AND AT 16"O.C. (MAX.) TYP. PLAN, SECTIONS AND /OR I a REINFORCING. (TYP.) FOOTING DOWELS TO MATCH FOOTING SCHEDULE �®R I GRADE, SEE CIVILCIA SIZE AND NUMBER. (TYP.) VERTICAL REINFORCING. PROVIDE GALVANIZED TS �x�xl/2 AND / OR ARCD. 40 BAR DIA LAP SPLICE_ INDICATES "STEP FOOTING" (SEE GRADE, CURB SEE I DWG'S (TYP.) SEE PLAN T/SLAB ARGH'L. DRWCS. SEE PLAN FOR CONCRETE PLAN) GENERAL CONTRACTOR = 5LA5 ON GRADE AND TO COORDINATE LOCATIONS. (TYP.) ? GRADE, SEE CIVIL 4 1-1" NON=SHRINK GROUT FORCING. (TYP.) �- ARCH L. DRWG5. SEE PLAN COMPRESSIBLE JOINT FILLER (TYP.) - - _ L� a T/SLAB c� b PROVIDE STEEL FIFE SLEEVE ® _ H H _ AT ALL MEGI'L. FIFE THRU WALL 1=1 _ _ ��,1111,1` ++ I I� LOCATIONS. DROF FOOTING AS I ® — I I I _ A ' =1 '. 24"x24" PIER W/ (�)� SLE PLAN REQ D. CONTR,4CTOR tO GOORD. # t/PTG_ DO NOT EXCAVATE UNDER MPACTED 5UBGRADE. COMPAQ ED 12 2 VERTICAL AND (3) 3 n III—I TIES LLU EXISTING FOOTING TO INSTALL 5UBGRA E. PLUMBING. (SEE SEC_ /55.02) N11111r r y SOLID GROUTED GNU REINFORCING- IF STEP FTG. 15 �EQ'D.) I"�'F. � Z ADD fT IO AL RE INl—OR�✓I G= ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE 1� � OWNED BY AND THE PROPERTY OFB AKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, SAM S 1 AND NUM�E AS AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, STEM WALL jj j 1— DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR LU _ CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS 211 �I C7 0 FOO FOOTING E INFORC INC. TYP.) UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF ISA CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 (TYF.J SEE PLAN SIGHED. FOR ,-�) 2 II /� Ca 1.C.24-2-31-1 FT. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN G EQ.I i _ 011 C� = 1L 30 � LAF 1' — 0" 30 � LAP b I - 0II X I -oil MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 4mai SSG// 11�� WALL FTC. SIZE 4 REINF. SRUJ a7 11UU CLR. EQ_ 611 EQ. (I0" MIN.) SEE FLAN � SC+�ED. WF- (SEE PLAN) 0 S "FOOTING 5GHED LE" FOR SIZE AND RFINF'G. TUBE COLUMN AT PORTE COCHERE STEP FOOTING DETAIL 7 "_,_ " EXTERIOR 12"CMU WALL AT FOOTING- INTERIOR SCREEN WALL AT FOOTING p , , SCALE: 3/4' , Q 6 SCALE: 314 =1-0 F F � . _ �_ ' � SCALE 314' =1'-0" SCALE; 314 -1 0 05 CONT_ MASONRY COL 0 06.25.10 EQPMT./MISC. CHANGES V SLAB 4'I SLAB 2'=011x2'=0" REINFORCED W/ MORTAR GAP (4)-45'6 VFRT. AN®9 GA. 2 05.10.10 OWNER COMMENTS TIES AT 1ro110.G_ (MAX.) GROUT Al 02.26.10 OWNER REVISION 50LID EACH CELL. ITYP.) PER ARCH 11.16.09 ISSUED FOR PERMITTING 4 E E FOOTING DOWELS t0 PROVIDE (I)= VERT. No. Date Revisions /Submissions D. CK. I I W/STN®. 90 DEGREE MATCH SIZE AND GONT.I�YP,) I I 811 SII KOOK AT EACH END. LOCATION OF WALL 11 IN CONCRETE FILLED REINFORCING. IA A 2x4 KEYWAY. 0 =0ASE I (0" DIA. STEEL PIPE 2 CELL (SEE PLAN FOR (PROVIDE D BAR ® _ d ° CONT. (TYP.) T/SLAB 4 - SECTION LOCATIONS) TYP_ LAP SPLICE NIN) TYP _ = A 4 — —_ ENGINEERING SERVICES INC. W I W/ GROUT9 's AT 12 "0_C_ (MAX.) EACH WAY — �- ' EXPANSION JOINT SCALE 314' =1'-0' I GROUT DELLS SOLID = CENTRED IN WALL. (TYP.) —I i 1255 South Semoran Boulevard, suite 1250 ' PER ARCH SEE ARCH L_ DRAWINGS AT ALL VERT. WALL Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5996 b I I FOR FINISHE5. (TYP.) REINF. 5LL PLAN FOR 4 2X4 KEYWAY = D Certificate of Authorization No. EB 25873 Mo6da o.511P.E. D I SEE PLAN FOR SLAB ON SIZE AND LOCATION. (TYP) CONT_ (TYP.) Florida No. 511fi1 I 4 � 07-15-10 I I GRADE THICKNE65 AND 4 < I REINFORCING. (TYP.)ly d I I d I SEE PLAN FOR CONCRETE 4 d o fl- 189 South Orange Avenue A2 5LAB ON GRADE AND 811 2x4 KEYWAY Suite 1700 I PAVER BY OTHER REINFORCING. (TYP.) SLAB BEYOND GRADE, SEE CIVIL 4 SEE PLAN FOR (TYP. ON 4 d Ba Orlando, Florida 32801 4 I ARCH'L. DRWG5. ( I CONCRETE SLAB SEE PLAN ��► �� SIDES) 407.926.3000 Tel I COMPACTED THICKNESS AND T/SLAB 4 C 1 407.926.3390 Fax SUBGRADE Q o C I %, REINFORCING. INCA. d4 d 12" x 12" GONG BASE SLOE PER ARCH. ® f_I} } ��1- i1 (TYF.) 4 . a a . d Q a info@bakerbarrios.com d 4 d LJLLa a www.bakerbarrios.com FROVIDE 's,a 12" O.C. (MAX.) Arch'�tects AA0002981 �2 N u 311 EACH WAY, TOP 4 BOTTOM. CLR- S"xl(O" THICKENED EDGE 11=011 W/(2) CONT. B 811 COMPACTED j Fc IEEE PLAN) B 01 5U5GRADE. (TYP.) SEE "FOOTING SCHEDULE" FOR SIZE AND REINF'G. PIT DETAIL DAVID MAUS CHEVROLET 8 BOLLARD DETAIL SECTION 12 ,_ ' 1160 RINEHART ROAD SANFORD, FLORIDA SCALE. 314" =1'-0" 1" SCALE 3i4" =1'-0" FOOTING SCALE 3/4'=1 0 SECTION AT COLUMN 11 SCALE: 314' =1'-0' A A PR❑JECT N❑, 090318 00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I I i 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 16 17 THRU BOLT5: (A325 -N) FINGER TIGHTEN METAL DECK, SEE OPENING SIZE BLOCK-OUT MASONRY AN W/LONG SLOTTED (HORIZ_) HOLES IN PLAN, (TYP.) 4 " 3/4" DIA,4325N BOLTS KNOCK -OUT BLOCK BEAM WEB (CENTER BOLTS IN � OF 2 1/2" POUR 50L ID W/ CONCRETE 1l2 w/ 5TD AISC HOLES IN AT EMBED IN MASONRY WALL x 3'-0" LONG WITH SLOTTED HOLES). 2 ANGLES AND LONG SLOTS (2) S x 6'=0" LG_ IN BEAM - FINGER TIGHTEN CONCRETE P BOLT5_ SEE SCHEDULE FOR p. A COLUMN ANGLE: (SEE SCHED.) FRAME P NO. OF BOLTS REQ D4' = REINFORCE METAL - CONTR. COORDINATE 5IZE DECK W/L2x2xl/4x 4 LOCATION W/APPROVED — IN DBL. KNOCK -OUT o 3'-01G. EACH SIDE 0 N d. 13M BLOCK CONT. WITH OF OPENING. WELD MEeH'L- SHOP DRAWINGS_ -- DBL ANGLE (2) 05 EACH COURSE - EACH FLUTE. (FRAME �uu - = COPE ANGLES ,AT BEAM. o o NOT REQUIRED.) 3/16 6 D lu EMBED PLATE —MiW=BEAM PER SCHEDULE N o [�� a 4 5/8" D IA. x 6" LG TOP FLANGE OF STEELJ TOP FLANGE OF STEEL N STEEL STEEL HEADER STUD JOIST_ (TYP.) JOIST. (TYP-) TYP_ �, BEAM REV. BEAM (TYPICAL) 3/16 D MA50NRY D 5T5 AI5C 5TD AI5C W/ RETURN 1/4 CAST IN PLACE w/ RETURN 1/4 5MALL OP NIN IDETAIL� L.A E OFENING D TAL EMBED PL. PER STL. BM. T CONCRETE CONCRETE CONNECTION ADDITIONAL 'S SMALLER THAN 12" 50, 4 LARGER THAN 6" 50, LARGER THAN 12" SQUARE OR ROUND SCHEDULE VERTICAL - SEE PLAN M CONNECTION TO CONCRETE CONNECTION TO MASONRY CONNECTION TO CONCRETE AT ROOF OPENING DETAILS M OTHERWISE NARROW FACE 2 SCALE: 3/4'=1'-0' 0111111111 {UNLESS NOTED OTHERWISE} {UNLESS NOTED } ANGLE: (SEE 5CHED.) W/1/2 "DIA. HOLES AT 5TL E3M TO GONG CONNECTION 5CHEIDULE 5TL 5M TO CONCRETE CONNECTION 5CHEDULE 24"0C (MAX_) IN VERT. LEG TO SUPPORT WALL5 fi WOOD BLOCKING OR PREFAB CURBS. STEEL STEEL CLIP ANGLE CONCRETE EMBED 1 1/2" 3" 1 I/2" AT ENE) OF AND NARROW COLUMN FACE CONTR. TO COORD. CURB SIZE AND ROOF TOP UNIT FRAME SCHEDULE BEAM CONNECTION CONNECTION LOCATION W/APPROVED MECH'L. SHOP I- 5IZE ,ANGLE LENGTH (IN) BOLTS EMBED PLATE HEADED 5TUD5 = L STEEL OF SINGLE PLATE # OF EMBED PLATE DRAWINGS. (TYP.) UNIT WEIGHT ANGLE SIZE: (12) 3/4" DIA + _ BEAM BOLTS SINGLE PLATE SIZE WELD TO EMBED STUDS LENGTH W24, W2 IS 6 1/2 x 15 x 2 -0 IN (4) ROWS SIZE 1 ®®65 LBS L4x3x1/4 (L.L.HJ W18, W21 IS 5 1/2 x 15 x 1'=6" (9) 3/4 DIA U TYP• IN (3) ROWS �r `n W10 W12 (3) 5/16" °" 1/4" FILLET (4) 12" 3/16 L4x4xl/4 FRAME TYP. �� -¢- 1u 616 = 1500 LBS_ L4x4x5/16 W14, W16, 12 4 1/2 x 15 x 1'-3" (9) 3/4 DIA IN (2) ROWS 1/3 EMBE q �' W14, WI6 (4) 5/16 12111/4" FILLET (5) 16 1501 = 3000 LBS. L6x3x3/8 (L.L_H_) W12 9 3 1/2 x 15 x I'=3' (6) 3/4" DIA PLATE + IN (2) ROWS W18 (5) 3/8° 15" 5/16° FILLET (6) 20" METAL 3001 = 6000 LBS_ L6x6x3/8 5TL J015T SEE SECT N/A 1/2 x 12 x 1'-0" l4) 3/4" ®IA _ DECK. TYP. K TO GONG IN (2) ROWS W21 (6) 3/8 I8 5/16 FILLET (1) 24 3/16 K 6001 = 10000 LBS. L8x6x3/4 NOTE: 1 ALL 5TUD5 ARE 5 1/2" AND EQUALLY SPACED EMBED DETAIL 21" 5/16" FILLET (�) " 2 MINIMUM EDGE DISTANCE FROM CL OF 5TUD5 t0 FACE OF CONCRETE W24,121 (1) 3/8" 28 STL. JOIST ROOF OPENING SHALL NOT BE LESS THAN 4 WITHOUT APPROVAL BY ENGINEER SEE TYP. DETAIL 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT SEE FLAN NOTE: FOR SIZE AND ANGLE: (SEE SCHED.) FRAME SEE SECTION 3/59 FOR SPACING_ (TYP-) UNDER MECH'L. EQUIP. CURBS. ADDITIONAL JOIST REINFORCING STL BM TO CONC CONNECTION SCHEDULE- INFORMATION. (AS REQUIRED) SCALE:3/4' =1°-0'ROOF MECH UNIT FRAMING 3 SCALE: 314' =1'-0' L 3x2xl2GA.x 4" LG CLIP L4x4x1/4 W/ (4) X10 TEK,5GREW5 -@ VERT STUD AND (3) 0.145" DECK SUPPORT ANGLE: 3116 2 P.A.F. 5TL ANGLE O JOIST FIELD CONCENTRATED LOAD L3 1/2x3 1/2x1/4XC0NT. ATTACHED ADDITIONAL KNOCKOUT DECK SUPPORT ANGLE: PROVIDE ANGLE BRACE ANGLE T ELD W/3/0 x 6" "HILTI" HY150 L3 1/2x3 1/2x1/4xCONT. ATTACHED 3/16 WHEN HUNG LOAD IS LOCATED WELDING SHALL BE IN ON TOP CHORD OF ADDITIONAL KNOCKOUT ADHESIVE ANGH0I�ING BLOCK W/(I)=5 CONT. W/3/40 x 6" "NILTI" NY150 C. BETWEEN PANEL POINTS. ACCORDANCE W/SPEC-'S JOIST. (COORD. LOC'S-) BLOCK W/(1)-#5 CONT. SYSTEM OR EQUAL AT ADHE5IVE ANCHORING 32 "OC (MAX.) TYP- P_ SYSTEM OR EQUAL AT H H BREAK-OUT FACE OF BLOCK 32 "OC (MAX.) TYP. AS REQUIRED FOR J015T END TO BEAR ON TIE BEAM, GROUT 3/16 EA. JOIST 3/16 J0f5T BEARI G SEAT: 6X18 GAGE METAL SOLID W/CONGRETE- (TYP.) _ = PLATE 1/4 x4"x -1011G. I;Fl V`51 W/(2)-I/24x6" G HEADED STUD e 16" O.G. TYP xX STUD ANCHORS (8" C/C) ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE �$ SEE PLAN m PROVIDE (2)-I/ "y� AIR OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, IN C. AND WERE CREATED, EVOLVED, �+y BLEED HOLE I YP) AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PRO]EGT. NONE OF THE IDEAS, JOIST BEARING STEEL JOIS 15- SEE PAN DESIGNS, ARRANGEMENTS OR PLANS SHALL 8E USED BY OR DISCLOSED TO ANY PERSDN, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS G g� *�/ ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 . * FOR 5I % AND SPACING. II Vt �. (TYP.) G UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF G MAY BE PATENTED OR BE'THEOTHER LAWS. THE IDEAS, SUBJECT OF PENDING DATA NST APPLICATIONENTS ND DESIGNS DISCLOSED HEREIN CONCENTRATED LOAD SEE PLAN FOR J016T PROVIDE ANGLE BRACE WHEN ji HUNG FROM BOTTOM CHORD 5IZE AND SPACING. TOP CHORD LOAD I5 LOACTED OF JOIST. (COORD_ LOC'5.) (TYP_) BETWEEN PANEL POINTS- DOUBLE KNOCK=OUT SEE FLAN FOR DOUBLE KNOCK -OUT PIPE PENETRATION BLOCK W/ (2)15 CONT. OPEN WEB STEEL JOISTS L 3x2xl2GA.x 4" LG CLI VP BLOCK W/ (2) #5 CONT_ 3/16 2" PER ARCH'L. EACH COUR5E GROUTED SOLID (TYPICAL) HORIZ. J016T BRIDGING W/ (4) #10 TEK.5CREW5 EACH COURSE GROUTED TOP 4 BOTTOM. (TYP.) VERT STUD AND (3) 0J45" SOLID (TYPICAL) JOIST BEARING SEAT: P.A.F. 5TL BM STEEL JOIST REINFORCING DETAIL PLATE 1/4"x4'x0'- "LG. F 4 SCALE 314' =1'-0' W/(2)-I/2"iPx6"LG. HEADED RIDGING CONN AT WALL F STUD ANCHORS (8 C/C) L3x3x1/4 W/(2)=3/4 i�fA PROVIDE (2)=1/2"0 AIR EPDXY ANCHOR BLEED HOLES. (TYP.) W/4" EMBEDMENT MIN . I• JOIST BRIDGING AT EXTER. WALL JOIST BEARING WALL 6 SCALE: 3 4' =,'-0'1 1-./ /,-- (4)110 TEK SCREWS TYP 5 1 SCALE 314' _ 1'-0° L 3x2x12GA.x 4" LG CLIP SECTION W1 (4)110 TEK.5GREW5 6 11.16.09 ISSUED FOR PERMITTING E 7 STUD AND (3) 0.145" E SCALE 3I4' ®1'-0' P A F AMU WALL No. Date Revisions / Submissions D. CK. 3/4 BOLTS BAR JOIST 3/4" BOLTS BAR JOIST TOP CHORD 1/2" BOLTS ASE TOP CHORD 1/2" BOLTS I/2" CLEAR 4" MIN. GIRDER BEARING 1/2" CLEAR ROOF DECK ENG/NEER/NG SERV/CES, INC. ROOF DECK 4" MIN, GIRDER BEARING,, 2 1/2" MINIMUM JOIST 2 1/2 MINIMUM J0157 1265 south semoran Boulevard, suite BEARING, STAGGER J015T5 BEARING, STAGGER JOISTS Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5996 3116 2 ONLY WHERE NECE55ARY 3/16 ROOF DECK Certificate of Authorization No. EB 25873 IFlodda o. 511ie E. = ONLY WHERE NECESSARY ROOF DECK �„3 D Florida No. 51181 D c`v 07-16-10 3/4" CAP PLATE r 3/4" CAP PLATE 00, 189 South Orange Avenue 11/2 TYP. 1 1/2" TYP- 1 I/2" TYP. I 1 1/2" TYP. Suite 1700 �Baki Orlando, Florida 32801 JOIST I I 1/4 407.926.3000 Tel 114 I JOIST Barrios C GIRDED GIRDER 407.926.3390 Fax Info@bakerbarrlos.com 1/4 "K" STEEL JOISTS 114 www.bakeri,arriDs.com o JOIST GIRDER ii Arch tects AA0002981 JOIST GIRDER PL 112 x 8 x 8" (TYP) LH STEEL JOISTS PL 1/2 x 8 x 8 (TYP) L—CL OF COLUMN BOTTOM CHORD BRACES AS��—CL OF COLUMN 4 BAR JOIST REQ'D BY MANUFACTURER 4 BAR J015T BOTTOM CHORD BRACES AS 1" TYP. EXTEND ANGLE TO PANEL 1" TYP- REQ'D BY MANUFACTURER B POINT TYP. EXTEND ANGLE TO PANEL g POINT TYP. DAVID MAUS CHEVROLET 19 GIRDER CONNECTION 1 J015T GIRDER TO COLUMN CONNECTION 2 JOIST TO GIRDER CONNECTION 2116U RINEHART ROAD SANFORD, FLORIDA JOIST GIRDER TO COLUMN CONNECTIONJOIST TO V . _ , ° _ ° 10 SCALE: 314' =1'-0' SCALE: 3/4' =1'-0' SCALE: 314 -1-0 SCALE- 314 1 0 A ' r A V PROJECT NO,: �v 090319,00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 P 1 I 2 W BM N A325 THRU BOLTS PER SCHEDULE TS COLUMN. (SEE PLAN FOR 517F AND LOCATIONS) M 2" 211 I 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 <�TPREE SIDES TYP (2) 1_436/16 TYPICAL SEE PLAN T/STL. BM. AND COL. W BM CAP PLATE DOUBLE ANGLE WI BOLTS AS REQUIRED PER SCHEDULE KIPS CAPACITY BEAM 51ZE 3/4" # OF B®LYS 51ZE LUELD FILLET L ADHESIVE ANCHORING (2) 6 3/16 STUD ANCHORS (a" Cl/C) WIO 4 W12 (3) 9 I/4 ADDITIONAL KNOCKOUT W14 4 WI6 (4) 12 5/16 W15 (5) 15 5/16 W21 (6) 15 5/16 W24 LU21 (l) 21 5/16 TYP. 'W° BEAM DOUBLE ANGLE CONN. TO TUBE COL. SCALES 3/4" =1'-0" DECK SUPPORT ANGLE: L 1_441/4CONT. ATTACHED) 1/3/4 x 6" "HILTI" HY150 ADHE51VE ANCHORING 5Y5TEM OR EQUAL AT 32 "O.C. (MAX.) TYP. K BOND BEAM: B5=1 DOUBLE KNOCK -OUT BLOCK W/ (2) #S CONT. EACH COURSE GROUTED m SOLID (TYPICAL) z 0 DECK SUPPORT ANGLE. NO ATTACHFNMFNT TO FPDXY L44A/4CONT. ATTACHED BOLTS 15 ALLOWED UNTIL CURE TIME W/3/44 x 6" "HILTI'l HY150 HAS BEEN VERIFIED OR TESTED ADHE51VE ANCHORING SYSTEM OR EQUAL AT 321'0.C. (MAX.) TYP. 3/16 2 TYP TNOTE: 3/16 EA: J015T METAL DECK 15 TO BE CUT INTO AND FOLLOW THE PROFILE OF THE STEEL C SEE PLAN o DL T/BOND BEAM STL. BM. TOP PROVIDE 1/4" WFB STIFFF� PLATE ON EACH SIDE OF WEB, AT EACH TS COLUMN LOCATION. (TYP.) gk SEE PLAN T/STEEL BM. "W" STEEL BEAM: SEE PLAN FOR SIZE. (TYP.) TYP. 1/4 AFF PLAN (BEAM CANTILEVER} 3 SIDES TS COLUMN: (SEE PLAN FOR 517F) W/COL. CAP PLATE; 5la"x9 "x 1' = 9 "L 6. I W/(0)=3/4110 THRU 5OLT5. (TYP.) STEEL BEAM ON TS COL. CONN.. SCALE: 3/4" =1'-0' C E u C A 1 ° J015T UPLIFT BRIDGING- SEE PLAN FOR ADDITIONAL INFORMATION. (TYP.) L3x3xl/4 0 EA JOIST I 3/16 TYP. 8" REINFORCED MA50NRY 5EE PLAN FOR 51ZE AND SPACING OF REINF'G. (TYP. SECTION 4 SCALE: 3/4' =1'-0" Wlax35 SLOPE TO 5TEEL JOISTS: MATCH ARCM ROOF PROVIDE X BRACING: L2x2x3/16 AT 45" O.C. TYP L 3x2xl2GA.x 4" LG CLIP— W1 (4) #10 TEK.5CREW5 Q VERT STUD AND (3) 0.145" PAR TS TYP TS 12x6x1/2 7 SECTION SCALE: 3/4" =1'--0' L4x4xl/4 - 3/16 2-24 ' a� ALL WALL WALL5 GET FLASH COPING PER ARCM TYP IS GAGE TRACK W/ #10 SCREW AT EA STUD EA SIDE L 3x2xl2GA.x 4" LG CLIP W/ (4) #10 TEK.5CREW5 -S VERT STUD AND (3) 0.145" P.A.F. 1@ 5TL ANGLE TYP. STL. BM. TOP FLANGE.--'" L3x A/4 DECK DECK DECK SPAN SPAN SPAN NOTE: METAL DECK 15 TO BE CUT INTO AND FOLLOW THE PROFILE OF THE STEEL COLUMN. (TYP_) METAL DECK SUPPORT AT STL COL SCALE: 3/47 =1'-0' L 3x2xl2GA.x 4" LG CLIP W/ (3) #10 TEK.5CREW5 VERT STUD AND (2) 0.145117 FILLED CELL AT P.A.F. 6 STL JOIST CORNERS. (TYP.) 6xla GAGE METAL STUD 0 16" O_C. TYP 645 GAGE METAL STUD a 4a" O.C. (4) #10 TEK 5CREW5 TYP NOTE: PR CORNER f LOWER E31 SFE SECT FOR TYP. iiv�v�i iii lulu_ TOP BARS W/STANDARD PROVIDE REINF'D. FILLED CELL AT EACH SIDE OF STEP IN BLOCK BEAM. (SEE PLAN FOR TYP. FILLED CELL REINFORCING INFORMATION AND LOCATIONS) TYP. 13 14 1 15 1 16 1 17 PROVIDE a" KNOCK -OUT BLOCK W/(U=05 CONTINUOUS GROUT SOLID (TYP.) DECK SUPPORT ANGLE: L4x4x1/4xCONT. ATTACHED W/3/40 x (o" "HILTI" HYBO ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "OC (MAX.) TYP_ —� TYP_ 3/16 STEEL JOISTS: SEE PLAN FOR SIZLS AND SPACING. (TYP. L3x3xI/4 ,s 415" O.C. L4x4xl/4xCONT. ATTACHED W/3/40 x 6'' "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT SECTION 32" O.C. (MAX. TYP. 3SCALE: 3/4" =1'-0' )2 3/I(o V DECK STEEL JOISTS: SFE FLAN — SPAN FOR SIZE AND SPACING. (TYP.) / L3x3xl/4 @ 40" O.C. WELD/TAB PLATE: 1/2 "x4"x0' -4" LGA L 3x2xl2GA.x 4" LG CLIP` W/ (4) #10 TEK.SCREWS a VERT STUD AND (3) 0.145'' P.A.F. 0 STL BM L 3x2xl2GA_x 4" LG CLIP W/ (4) #10 TEK.5CREW5 6 VERT STUD AND (3) 0.145" P.A.F. T5 TYP T5 12x6x1/2 — BLOCK BEAM: SEE 14" LAP PLAN AND 5ECTION5 FOR 517F 4 REINFORCING. (TYP. 5EE FLAN a— a g N/ `, A UE:]-°. STEPPED BLOCK BEAM DETAIL SCALE: 3/4" =1'-0" EL VAT(CN VIEW VFRT. IN SOLID CONC. GROUT SOLID 6 32" O.C_ COORD_ W/ ARCH"L T/PARAPET BOND BEAM: 55-1 DOUBLE KiTSTS: BLS OLM O IIZE5 I EAiC� Ilc 5OLI1D (TYPICAL) TYP aI 1 Z5!5 � w °a I STEEL J01575: HORIZ. JOIST BRIDGING TOP 4 BOTTOM. (TYP. I all REINFORCED MA50NRY SEE PLAN FOR 517E AND SPACING OF REINF'G. (TYP.) " STEEL BEAM: SEE PLAN I I L4x4x1/4 I I I 3/16 V 1 P M L ALL WALL WALLS GET FLASH COPING PFR ARCH TYP 15 GAGE TRACK W/ K 010 SCREW AT EA STUD EA 51DE L 3x2xl2GA.x 4" LG CLIP W/ (4) 010 TFK.5CREW5 6 VERT STUD AND (3) 0.145 P.A.F. ,@ 5TL ANGLE I I k/_�TYP. 6x10 GAGE METAL STUD 16 O.C. TYP I ~ I 6x15 GALL METAL STUD i ~ 48" O.C. � � I -- ------ L—. SECTION 6 SCALE: 3/4" =1'-0' SEE PLAN T/BOND BEAM GENERAL CONTRACTOR TO VERIFY LOCATION OF STEP IN BLOCK BFAM (CHANGE IN ELEVATIONS) WITH TRUSS FRAMING (FIRE =ENGINEERED TRUSS MANU- FACTURER'S APPROVED SHOP DRAWINGS) AND TO SUIT BLOCK COURSING_ BOND BEAM: 55=1 DOUBLE KNOCK -OUT BLOCK W/ (2) #5 CONT_ EACH COURSE GROUTED SOLID (TYPICAL) PROVIDE "DUR=O=STOP" CONT. UNDER ALL BOND BMS. (TYP. o JOIST BE SCALE: 3/4" =1'-0" (4) #10 TEK SCREWS TYP 3/16 2 TYP. AT EACH 3/16 JOIST J015T BEARING SEAT: PLATE I/411x4"x0'=10"LG. W/(2)-1/2"0x6"LG. HEADED STUD ANCHORS (5" C/C) PROVIDE (2)-1/2110 AIR BLEED HOLES. (TYP.) 8" REINFORCED MA50NRY SEE PLAN FOR 517E AND SPACING OF REINF'G. (TYP.) ARING AT CMU WALL 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 H G F E L4x4xl/4xCONT. ATTACHED----\\ TTACHED I JOIST BEARING SEAT: W/3/40 x 6" "HILTI" HY60 I PLATE 1/4"x4"x0'=101'LG. ADHESIVE ANCHORING W/(2)-1/2"0x6"LG. HEADED SYSTEM OR EQUAL AT I STUD ANCHORS (a" Cl/C) 32"OC (MAX.) TYP. I PROVIDE (2)=1/2114 AIR HBLEED ADDITIONAL KNOCKOUT HOLES. (TYP. BLOCK W/(U=#S DONT, C E u C A 1 ° J015T UPLIFT BRIDGING- SEE PLAN FOR ADDITIONAL INFORMATION. (TYP.) L3x3xl/4 0 EA JOIST I 3/16 TYP. 8" REINFORCED MA50NRY 5EE PLAN FOR 51ZE AND SPACING OF REINF'G. (TYP. SECTION 4 SCALE: 3/4' =1'-0" Wlax35 SLOPE TO 5TEEL JOISTS: MATCH ARCM ROOF PROVIDE X BRACING: L2x2x3/16 AT 45" O.C. TYP L 3x2xl2GA.x 4" LG CLIP— W1 (4) #10 TEK.5CREW5 Q VERT STUD AND (3) 0.145" PAR TS TYP TS 12x6x1/2 7 SECTION SCALE: 3/4" =1'--0' L4x4xl/4 - 3/16 2-24 ' a� ALL WALL WALL5 GET FLASH COPING PER ARCM TYP IS GAGE TRACK W/ #10 SCREW AT EA STUD EA SIDE L 3x2xl2GA.x 4" LG CLIP W/ (4) #10 TEK.5CREW5 -S VERT STUD AND (3) 0.145" P.A.F. 1@ 5TL ANGLE TYP. STL. BM. TOP FLANGE.--'" L3x A/4 DECK DECK DECK SPAN SPAN SPAN NOTE: METAL DECK 15 TO BE CUT INTO AND FOLLOW THE PROFILE OF THE STEEL COLUMN. (TYP_) METAL DECK SUPPORT AT STL COL SCALE: 3/47 =1'-0' L 3x2xl2GA.x 4" LG CLIP W/ (3) #10 TEK.5CREW5 VERT STUD AND (2) 0.145117 FILLED CELL AT P.A.F. 6 STL JOIST CORNERS. (TYP.) 6xla GAGE METAL STUD 0 16" O_C. TYP 645 GAGE METAL STUD a 4a" O.C. (4) #10 TEK 5CREW5 TYP NOTE: PR CORNER f LOWER E31 SFE SECT FOR TYP. iiv�v�i iii lulu_ TOP BARS W/STANDARD PROVIDE REINF'D. FILLED CELL AT EACH SIDE OF STEP IN BLOCK BEAM. (SEE PLAN FOR TYP. FILLED CELL REINFORCING INFORMATION AND LOCATIONS) TYP. 13 14 1 15 1 16 1 17 PROVIDE a" KNOCK -OUT BLOCK W/(U=05 CONTINUOUS GROUT SOLID (TYP.) DECK SUPPORT ANGLE: L4x4x1/4xCONT. ATTACHED W/3/40 x (o" "HILTI" HYBO ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "OC (MAX.) TYP_ —� TYP_ 3/16 STEEL JOISTS: SEE PLAN FOR SIZLS AND SPACING. (TYP. L3x3xI/4 ,s 415" O.C. L4x4xl/4xCONT. ATTACHED W/3/40 x 6'' "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT SECTION 32" O.C. (MAX. TYP. 3SCALE: 3/4" =1'-0' )2 3/I(o V DECK STEEL JOISTS: SFE FLAN — SPAN FOR SIZE AND SPACING. (TYP.) / L3x3xl/4 @ 40" O.C. WELD/TAB PLATE: 1/2 "x4"x0' -4" LGA L 3x2xl2GA.x 4" LG CLIP` W/ (4) #10 TEK.SCREWS a VERT STUD AND (3) 0.145'' P.A.F. 0 STL BM L 3x2xl2GA_x 4" LG CLIP W/ (4) #10 TEK.5CREW5 6 VERT STUD AND (3) 0.145" P.A.F. T5 TYP T5 12x6x1/2 — BLOCK BEAM: SEE 14" LAP PLAN AND 5ECTION5 FOR 517F 4 REINFORCING. (TYP. 5EE FLAN a— a g N/ `, A UE:]-°. STEPPED BLOCK BEAM DETAIL SCALE: 3/4" =1'-0" EL VAT(CN VIEW VFRT. IN SOLID CONC. GROUT SOLID 6 32" O.C_ COORD_ W/ ARCH"L T/PARAPET BOND BEAM: 55-1 DOUBLE KiTSTS: BLS OLM O IIZE5 I EAiC� Ilc 5OLI1D (TYPICAL) TYP aI 1 Z5!5 � w °a I STEEL J01575: HORIZ. JOIST BRIDGING TOP 4 BOTTOM. (TYP. I all REINFORCED MA50NRY SEE PLAN FOR 517E AND SPACING OF REINF'G. (TYP.) " STEEL BEAM: SEE PLAN I I L4x4x1/4 I I I 3/16 V 1 P M L ALL WALL WALLS GET FLASH COPING PFR ARCH TYP 15 GAGE TRACK W/ K 010 SCREW AT EA STUD EA 51DE L 3x2xl2GA.x 4" LG CLIP W/ (4) 010 TFK.5CREW5 6 VERT STUD AND (3) 0.145 P.A.F. ,@ 5TL ANGLE I I k/_�TYP. 6x10 GAGE METAL STUD 16 O.C. TYP I ~ I 6x15 GALL METAL STUD i ~ 48" O.C. � � I -- ------ L—. SECTION 6 SCALE: 3/4" =1'-0' SEE PLAN T/BOND BEAM GENERAL CONTRACTOR TO VERIFY LOCATION OF STEP IN BLOCK BFAM (CHANGE IN ELEVATIONS) WITH TRUSS FRAMING (FIRE =ENGINEERED TRUSS MANU- FACTURER'S APPROVED SHOP DRAWINGS) AND TO SUIT BLOCK COURSING_ BOND BEAM: 55=1 DOUBLE KNOCK -OUT BLOCK W/ (2) #5 CONT_ EACH COURSE GROUTED SOLID (TYPICAL) PROVIDE "DUR=O=STOP" CONT. UNDER ALL BOND BMS. (TYP. o JOIST BE SCALE: 3/4" =1'-0" (4) #10 TEK SCREWS TYP 3/16 2 TYP. AT EACH 3/16 JOIST J015T BEARING SEAT: PLATE I/411x4"x0'=10"LG. W/(2)-1/2"0x6"LG. HEADED STUD ANCHORS (5" C/C) PROVIDE (2)-1/2110 AIR BLEED HOLES. (TYP.) 8" REINFORCED MA50NRY SEE PLAN FOR 517E AND SPACING OF REINF'G. (TYP.) ARING AT CMU WALL 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 H G F E ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5995 Certificate of Authorization No. EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-16-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel C 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com - A r c h o t e c t s AA0002981 B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5004 PROJECT NO, 090313 00 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROIECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE ?RADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida 32792 — 407-677-5565 Fax 407-677-5995 Certificate of Authorization No. EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-16-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 407.926.3000 Tel C 407.926.3390 Fax info@bakerbarrios.com www.bakerbarrios.com - A r c h o t e c t s AA0002981 B DAVID MAUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5004 PROJECT NO, 090313 00 1 2 3 4 5 6 7 B 10 11 12 13 14 P.T. 2X8 OR 2x12 W/ 5/8" x (o" WET SET ANCHOR PROVIDE 8" KNOCK=OUT BOLT la 48" O.G. TYP BLOCK W/(I)-15 CONTINUOUS PROVIDE 8" KNOCK=OUT DECK SUPPORT ANGLE: GROUT SOLD (TYP.) M SEF PLAN T/BONG BEAM BOND BEAM: BB -I DOUBLE KNOCK -OUT BLOCK W/ (2) #5 GLINT. EACH COURSE GROUTED SOLID (TYPICAL) PROVIDE "DUR-O-STOP" CONT. UNDER ALL BONA BMS. (TYP_) ADDITIONAL KNOCKOUT 5EE PLAN T/BOND BEAM JOIST BEARING SEAT: PLATE 1/4"x4"x0'-1016. W/(2)=1/2'10x& LG. HEADED STUD ANCHORS (8" C/G) PROVIDF (2)-1/2"0 AIR BLEED HOLES_ (TYP.) L BLOCK W/(1)-#5 DONT. \—L3x3xl/4 v EA JOIST L4x4xl/4xCONT. ATTACHED 3/l 9 TYP. W/3/40 x (" "HILTI" HY150 ADHESIVE ANCHORING 5Y5TEM OR EQUAL AT 8" REINFORCED MASONRY 32" O.C. (MAX.) TYP. SEE PLAN FOR SIZE AND SPACING OF REINF'G. (TYP.) K JOIST BEARING AT CMU WALL i PROVIDE 8" KNOCK -OUT BLOCK WK1)=15 CONTINUOUS GRCI1-� n lr-, DE( L4x ADI SY" 32 11( 67E SEE ANG G HOI` TOF BRI L4x HYl COPE TOP OF ANGLE AS REQUIRED TO CLEAR DECK ANGLE_ (TYP_) F SCALE: 3/4' =1'-0' E C A SCALE: 3/4' =1'-0' BAR JOIST TOP CHORD ROOF DECK (2) L43x5/16 (EA 50E) - W/ (2) A325 THRU BOLTS THREE SIDE 114 qC. C Alt �nnlr�rn.v,�i. r-,, sler��v W/3/40 x b'' ''HILTI'' HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32" O.G. (MAX.) TYP. JOIST BRIDGING AT CMU WALL SCALE: 3/4' =1'-0' TS COLUMN: (SEE PI T. SIZE AND LOCATION D I/- SEE &SEE PLAN FOR SIZE AND SPACING OF RE INF'G. (TYP.) AT CMU WALL 1I JOIST GIRDER PL 1/2 x 8 x 8" (TYP) I CL OF COLUMN 4 BAR JOIST P TYP_ SECTION 7 SCALE: 3/4' -1'-0' PROVIDE 8" KNOCK=O[ BLOCK W/(1)=#5 CONTINI GROUT SOLID (TYP.) ADDITIONAL KNOCK BLOCK W/(1)m#5 CON A GIRDER BEARI PLATE:1/2 "x 8 W/(4)-3/4"D1A HEADED STUL TS COLUMN: (SEE PLAN FOR SIZE AND LOCATIONS) MOMENT CONNECTION DETAIL SCALE: 3/4' =1'-0' )NG_ D.C. JOIST GIRDER (TYP) JOIST GIRDER TO CONCRETE CONN. SCALE: 3/4' =1'-0' -\THREE 51QF5 TYP 3OND BEAM: 55=1 DOUBLE KNOGK-OUT 5LOCK W/ (2) 05 CONT. _AGH COURSE GROUTED 5OLID (TYPICAL) 3" REINFORCED MASONRY 5EE PLAN FOR SIZE AND 5PAGIN5 OF REINF'G. (TYP.) DDITIONAL KNOCKOUT ')LOCK W/(I)=#5 CONT. T 4 B FLG. SEE ARCH T/STL. BM. AND COL. WB CAP PLATE LR. [DOUBLE 1_43 x5/1(o ANGLE W/ (4)-3/411DIA A325 -N BOLTS 1/4 TYP. SEE PLAN T/STL, BM, AND COL. GAP PLATE PROVIDE 8" KNOCK=OUT BLOGK W/(0-05 CONTINUOUS GROUT 50LID (TYP.) #5 VERT. IN SOLID CON[_ GROUT SOLID 'a 32" O.C. Jk COORD. W/ARGH'L. Y T/PARAPET BREAK-OUT FACE OF BLOCK AS REQUIRED FOR J015T END TO BEAR ON TIE BEAM, GROUT SOLID W/CONCRETE. (TYP.) — SEE PLAN T/BOND BEAM L4x4xl/4xGONT. ATTACHED W/3/40 x 6" "HILTI" HY150 ADHESIVE ANGHORING SYSTEM OR EQUAL AT 32110C (MAX.) TYP. ADDITIONAL KNOCKOUT— BLOCK W/(1)=#5 DONT. DECK SUPPORT ANGLE: - L4x4xI/4xCONT. ATTACHED W/3/40 xJ ''HILTI'' HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "O.C. (MAX.) TYP. SECTION SCALE: 3/4' =1'-0' we PROVIDE 1/4" WEB 5TPFFNER PLATE ON EACH SIDF OF BM. WEB, AT EACH T5 COLUMN LOCAT f ON_ (TYP_) "W" BEAM CONT. #5 x 30" LG BOND BM SPLICES WELDED TO STL SM (4 PER LOCATION), AND GROUT BEAM POCKET SOLID DECK SUPPORT ANGLE- L4x4x1/4xGONT. ATTACHED W/3/40 x (©" "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT — 32 "OC (MAX.) TYP. 3116112 TYP. AT EACH 3/1(0JOIST BOND BEAM: 55 -1 DOUBLE KNOCK -OUT BLOCK W/ (2) #5 GONT_ EACH COURSE GROUTED I JOIST BEARING SEAT: SOLID (TYPICAL) I PLATE 1/4"x4"x0'-10"LG. W/(2)=I/2":bx(o"LG. HEADED STUD ANCHORS (8" C/C) PROVIDE (2)=1/2110 AIR BLEED HOLES. (TYP.) PROVIDE "OUR -O -STOP" CONT. UNDER ALL BOND BMS: (TYP.) 8" REINFORCED MASONRY SEE PLAN FOR SIZE AND SPACING OF REINOG. (TYP.) r.� JOIST BEARING AT CMU_WALL SCALE: 3/4' =1'-0' 1 2 3 4 5 6 7 t3 9 10 11 12 13 1/4 15 16 17 PROVIDE 8" KNOCK -OUT BLOCK WK1)=#S CONTINUOUS GROUT SOLD (TYP.) -#5 VERT. IN SOLID GONG. GROUT SOLID 32" O.G. 3/16 2 TYP, EA. JOIST SEE PLAN T/BONA BEAM JO15T BEARING SEAT: PLATE 1/4"x41'x0'=101G. W/(2)-I/2"0xlo"LG. HEADED STUD ANCHORS (8" C/G) PROVIDE (2)=1/2110 AIR BLED HOLES. (TYP.) JOIST UPLIFT BRIDGING: SEE FLAN FOR ADDITIONAL INFORMATION. (TYP.) L3x3xl/4 6 EA JOIST -3/1(0TYP. 8" REINFORCE[) MASONRY SEE FLAN FOR SIZE AND SPACING OF RE INF'G. (TYP.) BOND BEAM: B5-1 DOUBLE KNOCK=OUT BLOGK W/ (2) #5 GONT. EACH COURSE GROUTED SOLID (TYPICAL) 3 SIDES % PLATEN "x 81'x V=0" LG_ W/l4)=314"DIA.xS" LG. HEADED STUD ANCHORS I S TIES 'a 3" O.C. #3 TIES 6 6" O.G. U.N.O. GC=1 all STEEL TO CONCRETE CONN. SCALE: 3/4' =1'-0' PROVIDE 8" KNOCK=OUT BLOCK WK1)=#5 CONTINUOUS GROUT SOLID (TYP.) DOCK SUPPORT ANGLE: L4x4x1/4xCONT. ATTACHE[) W/3/40 x 6" "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "OC (MAX.) TYP. TYP. 3/1� STEEL JOISTS: SEE PLAN FOR SIZES ANIS SPACING. (TYP.) HORIZ. JOIST BRIDGING TOP 4 BOTTOM. (TYP.) BRIDGING CONN. AT WALL: L441/4 1/(1)=3/4110 x &" HILTI HY150 ADHESIVE ANCHOR COPE TOP OF ANGLE AS REQUIRED TO CLEAR DECK ANGLE. (TYP.) GOORD. W/ ARCH"L T/PARAPET #5 VERT. IN SOLID GONG. GROUT SOLID '@ 32" O.G. SEE PLAN T/BOND BEAM P N L K H G F E BLOCK W/(I -#5 CONTINUOUS GROUT 601_1[) ITYP.) L4x4x1/4xCONT. ATTACHED DECK SUPPORT ANGLE: L4x4x1/4xCONT. ATTACHED DECK SUPPORT ANGLE: W/3/4 x HILTI HY150 �� COORD, W/ ARCH L L441/4GONT. ATTACHED 15 VERT, IN 5OLID GONG. " GROUT SOLID 32O.G. ADHESIVE ANCHORING x W/3/4� (o" "HILV1 HY150P A IDH€SIVE ANCHORING T/PARAIET W/3/40 x /_11 ''HILTI'' HY150 `(I AT HESIVE COORD. W/ARCH'L. SYSTEM OR EQUAL AT SYDSTEM OR EQUALAT T/PARAPET TYP. 32 "OG (MAX.) TYP. I PERT. IN SOLID CON[: "O.C. (MAX.) TYP. BREAK-OUT FACE OF BLOCK 3/1(o 22 GROUT SOLID 32" O.C.o.C. BOND BEAM: BB®1 AS REQUIRED FOR JOIST ENp TYP. 3/18 I ADDITIONAL KNOCKOUT DOUBLE KNOCK=OUT TO BEAR ON TIE BEAM GROUT A3 06.25.10 EQPMT./MISC. CHANGES AT EACH BLOCK W/(1) -#a DONT. BLOCK W/ (2) CONT. ISSUED FOR PERMITTING No. 3/1� JO15T D. EACH COURSE GROUTED SOLID W/CONCRETE. (TYP.) - - :I ° SOLID (TYPICAL) N M SEF PLAN T/BONG BEAM BOND BEAM: BB -I DOUBLE KNOCK -OUT BLOCK W/ (2) #5 GLINT. EACH COURSE GROUTED SOLID (TYPICAL) PROVIDE "DUR-O-STOP" CONT. UNDER ALL BONA BMS. (TYP_) ADDITIONAL KNOCKOUT 5EE PLAN T/BOND BEAM JOIST BEARING SEAT: PLATE 1/4"x4"x0'-1016. W/(2)=1/2'10x& LG. HEADED STUD ANCHORS (8" C/G) PROVIDF (2)-1/2"0 AIR BLEED HOLES_ (TYP.) L BLOCK W/(1)-#5 DONT. \—L3x3xl/4 v EA JOIST L4x4xl/4xCONT. ATTACHED 3/l 9 TYP. W/3/40 x (" "HILTI" HY150 ADHESIVE ANCHORING 5Y5TEM OR EQUAL AT 8" REINFORCED MASONRY 32" O.C. (MAX.) TYP. SEE PLAN FOR SIZE AND SPACING OF REINF'G. (TYP.) K JOIST BEARING AT CMU WALL i PROVIDE 8" KNOCK -OUT BLOCK WK1)=15 CONTINUOUS GRCI1-� n lr-, DE( L4x ADI SY" 32 11( 67E SEE ANG G HOI` TOF BRI L4x HYl COPE TOP OF ANGLE AS REQUIRED TO CLEAR DECK ANGLE_ (TYP_) F SCALE: 3/4' =1'-0' E C A SCALE: 3/4' =1'-0' BAR JOIST TOP CHORD ROOF DECK (2) L43x5/16 (EA 50E) - W/ (2) A325 THRU BOLTS THREE SIDE 114 qC. C Alt �nnlr�rn.v,�i. r-,, sler��v W/3/40 x b'' ''HILTI'' HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32" O.G. (MAX.) TYP. JOIST BRIDGING AT CMU WALL SCALE: 3/4' =1'-0' TS COLUMN: (SEE PI T. SIZE AND LOCATION D I/- SEE &SEE PLAN FOR SIZE AND SPACING OF RE INF'G. (TYP.) AT CMU WALL 1I JOIST GIRDER PL 1/2 x 8 x 8" (TYP) I CL OF COLUMN 4 BAR JOIST P TYP_ SECTION 7 SCALE: 3/4' -1'-0' PROVIDE 8" KNOCK=O[ BLOCK W/(1)=#5 CONTINI GROUT SOLID (TYP.) ADDITIONAL KNOCK BLOCK W/(1)m#5 CON A GIRDER BEARI PLATE:1/2 "x 8 W/(4)-3/4"D1A HEADED STUL TS COLUMN: (SEE PLAN FOR SIZE AND LOCATIONS) MOMENT CONNECTION DETAIL SCALE: 3/4' =1'-0' )NG_ D.C. JOIST GIRDER (TYP) JOIST GIRDER TO CONCRETE CONN. SCALE: 3/4' =1'-0' -\THREE 51QF5 TYP 3OND BEAM: 55=1 DOUBLE KNOGK-OUT 5LOCK W/ (2) 05 CONT. _AGH COURSE GROUTED 5OLID (TYPICAL) 3" REINFORCED MASONRY 5EE PLAN FOR SIZE AND 5PAGIN5 OF REINF'G. (TYP.) DDITIONAL KNOCKOUT ')LOCK W/(I)=#5 CONT. T 4 B FLG. SEE ARCH T/STL. BM. AND COL. WB CAP PLATE LR. [DOUBLE 1_43 x5/1(o ANGLE W/ (4)-3/411DIA A325 -N BOLTS 1/4 TYP. SEE PLAN T/STL, BM, AND COL. GAP PLATE PROVIDE 8" KNOCK=OUT BLOGK W/(0-05 CONTINUOUS GROUT 50LID (TYP.) #5 VERT. IN SOLID CON[_ GROUT SOLID 'a 32" O.C. Jk COORD. W/ARGH'L. Y T/PARAPET BREAK-OUT FACE OF BLOCK AS REQUIRED FOR J015T END TO BEAR ON TIE BEAM, GROUT SOLID W/CONCRETE. (TYP.) — SEE PLAN T/BOND BEAM L4x4xl/4xGONT. ATTACHED W/3/40 x 6" "HILTI" HY150 ADHESIVE ANGHORING SYSTEM OR EQUAL AT 32110C (MAX.) TYP. ADDITIONAL KNOCKOUT— BLOCK W/(1)=#5 DONT. DECK SUPPORT ANGLE: - L4x4xI/4xCONT. ATTACHED W/3/40 xJ ''HILTI'' HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "O.C. (MAX.) TYP. SECTION SCALE: 3/4' =1'-0' we PROVIDE 1/4" WEB 5TPFFNER PLATE ON EACH SIDF OF BM. WEB, AT EACH T5 COLUMN LOCAT f ON_ (TYP_) "W" BEAM CONT. #5 x 30" LG BOND BM SPLICES WELDED TO STL SM (4 PER LOCATION), AND GROUT BEAM POCKET SOLID DECK SUPPORT ANGLE- L4x4x1/4xGONT. ATTACHED W/3/40 x (©" "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT — 32 "OC (MAX.) TYP. 3116112 TYP. AT EACH 3/1(0JOIST BOND BEAM: 55 -1 DOUBLE KNOCK -OUT BLOCK W/ (2) #5 GONT_ EACH COURSE GROUTED I JOIST BEARING SEAT: SOLID (TYPICAL) I PLATE 1/4"x4"x0'-10"LG. W/(2)=I/2":bx(o"LG. HEADED STUD ANCHORS (8" C/C) PROVIDE (2)=1/2110 AIR BLEED HOLES. (TYP.) PROVIDE "OUR -O -STOP" CONT. UNDER ALL BOND BMS: (TYP.) 8" REINFORCED MASONRY SEE PLAN FOR SIZE AND SPACING OF REINOG. (TYP.) r.� JOIST BEARING AT CMU_WALL SCALE: 3/4' =1'-0' 1 2 3 4 5 6 7 t3 9 10 11 12 13 1/4 15 16 17 PROVIDE 8" KNOCK -OUT BLOCK WK1)=#S CONTINUOUS GROUT SOLD (TYP.) -#5 VERT. IN SOLID GONG. GROUT SOLID 32" O.G. 3/16 2 TYP, EA. JOIST SEE PLAN T/BONA BEAM JO15T BEARING SEAT: PLATE 1/4"x41'x0'=101G. W/(2)-I/2"0xlo"LG. HEADED STUD ANCHORS (8" C/G) PROVIDE (2)=1/2110 AIR BLED HOLES. (TYP.) JOIST UPLIFT BRIDGING: SEE FLAN FOR ADDITIONAL INFORMATION. (TYP.) L3x3xl/4 6 EA JOIST -3/1(0TYP. 8" REINFORCE[) MASONRY SEE FLAN FOR SIZE AND SPACING OF RE INF'G. (TYP.) BOND BEAM: B5-1 DOUBLE KNOCK=OUT BLOGK W/ (2) #5 GONT. EACH COURSE GROUTED SOLID (TYPICAL) 3 SIDES % PLATEN "x 81'x V=0" LG_ W/l4)=314"DIA.xS" LG. HEADED STUD ANCHORS I S TIES 'a 3" O.C. #3 TIES 6 6" O.G. U.N.O. GC=1 all STEEL TO CONCRETE CONN. SCALE: 3/4' =1'-0' PROVIDE 8" KNOCK=OUT BLOCK WK1)=#5 CONTINUOUS GROUT SOLID (TYP.) DOCK SUPPORT ANGLE: L4x4x1/4xCONT. ATTACHE[) W/3/40 x 6" "HILTI" HY150 ADHESIVE ANCHORING SYSTEM OR EQUAL AT 32 "OC (MAX.) TYP. TYP. 3/1� STEEL JOISTS: SEE PLAN FOR SIZES ANIS SPACING. (TYP.) HORIZ. JOIST BRIDGING TOP 4 BOTTOM. (TYP.) BRIDGING CONN. AT WALL: L441/4 1/(1)=3/4110 x &" HILTI HY150 ADHESIVE ANCHOR COPE TOP OF ANGLE AS REQUIRED TO CLEAR DECK ANGLE. (TYP.) GOORD. W/ ARCH"L T/PARAPET #5 VERT. IN SOLID GONG. GROUT SOLID '@ 32" O.G. SEE PLAN T/BOND BEAM P N L K H G F E ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida M792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 BOND BEAM: 155-1 407.926.3000 Tel DOUBLE KNOCK=OUT C 407.926.3390 Fax BLOCK W/ (2) #5 GONT. 04 EACH. COURSE GROUTED info@bakerbarrios.com SOLID (TYPICAL) www.bakerbarrios.com 8" REINFORCED MASONRY SE€ PLAN FOR SIZE AND SPACING OF REINF'G_ (TYP-) B ,�JOIST BRIDGING AT CMU WALL w % SCALE: 3/T =1'-0' 14 15 Arch�tects AA0002981 DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5005 PROJECT NO,! 0C)0318 00 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS,DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.0.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. A3 06.25.10 EQPMT./MISC. CHANGES 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. ASE ENGINEERING SERVICES, INC. 1265 South Semoran Boulevard, Suite 1250 Winter Park, Florida M792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Orlando, Florida 32801 BOND BEAM: 155-1 407.926.3000 Tel DOUBLE KNOCK=OUT C 407.926.3390 Fax BLOCK W/ (2) #5 GONT. 04 EACH. COURSE GROUTED info@bakerbarrios.com SOLID (TYPICAL) www.bakerbarrios.com 8" REINFORCED MASONRY SE€ PLAN FOR SIZE AND SPACING OF REINF'G_ (TYP-) B ,�JOIST BRIDGING AT CMU WALL w % SCALE: 3/T =1'-0' 14 15 Arch�tects AA0002981 DAVID MAIDS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA S5005 PROJECT NO,! 0C)0318 00 i 1 2 P TVP. 3 N STEEL JOISTS: SEE PLAN FOR 51ZE5 AND SPACING. (TYP.) M HORN. JOIST BRIDGING TOP 4 BOTTOM. (TYP.) BRIDGING CONN. AT WALL: 1_441/4 W/(2)-3/44 x (o" HILTI HY150 ADHESIvE ANCHOR COPE TOP OF ANGLE AS REQUIRED TO CLEAR DECK ANGLE- (TYP.) L K 3 H C F E 701 PRO L2x2 0 I1 31 4 I 5 I 6 17 8 9 1 10 11 12 13 14 15 16 17 T5 BEARING SEAT: PLATE I/41'x4"x0'-10"LG. W/(2)H/2"0x(o"LG. HEADED STUD ANCHORS (1" C/G) PROVIDE AIR BLEED HOLES- 0 24" O_C_ TS 3 1/24 1/2x1/4 3/I(0 2 TYP. d a 4 IT it C.I.P. RAKE BM W/ S GONT_ DOUBLE KNOCK -OUT BLOCK W/ (1) *5 CONT_ EACH COURSE GROUTED 8" REINFORCED MASONRY SEE PLAN FOR SIZE AND SPACING OF REINF'G. (TVP.) SECTION 1 SCh: 3/4' =1, -Oa yO 5TL. BM. SEE ARCH'L. DRAWINGS FOR 2 1/2" ROOFING FIN15H INFORMATION. BEARING. (TYPJ 1/4" 1/411 SEE PLAN FOR METAL DECK INFORMATION NOT SHOWN HERE. (TYP.) -\ JOIST UPLIFT BRIDGING: SEE PLAN FOR ADDITIONAL INFORMATION (TVP.) "W" STEEL BEAM: SEE PLAN POR SIZE. (TYP.) 645 GAGE METAL STUD 16" 0.G_ TYP 3/16 2 TYP_ 3/1(0 TYP. EACH OND STEEL JOISTS: SEE PLAN FOR 51ZE AND 5PACING. (TVP.) PROVIDE DIAGONAL BRACING: L2x2x3/16 AT EVERY SECOND J015T. (TYP.) TAB / WELD PLATE: I/4"x4"x4" AT EACH DIAGONAL BRAGE LOCATION. (TYP.) L 3x2xl2GA.x 4" LG CLIP W/ (4) 010 TEK.5CREW5 'a VERT STUD AND (3) 0.145" P_A F. ,@ T5 TYP --- TS 12x(oxl/2 I I r T/BOND BEAM 4 I .. N (oxl'8 GAGE METAL STUD I I r r PROVIDE X BRACING: 1611 O.C. TYP-' ,. r L2x2x3/1(o AT 48" O.G. TYP 1 L4x4x1/4 BOND BEAM: BB -1 L 3x2x12GA.x 4" LG CLIP -' DOUBLE KNOCK -OUT I• .I r I `� BLOCK W/ (2) 05 CONT_ W/ (4) 010 TEK_SCREWS STEEL J015T5: EACH COURSE GROUTE VERT STUD AND (3) 0.145" e I SEE PLAN FOR SIZES I D P.A.F. ANGLE TYP L3x3x1/4 6 EA JOIST SOLID (TYPICAL) I I AND SPACING. (TVP_) M bxI8 GAGE METAL STUD TVP. ft L 3x2xl2GA.x 4" LG CLIP a 48" 0_C. 3/leo TYP. ADDITIONAL KNOCKOUT W/ (4) 010 TEK.5CREW5 I° L4x4x1/4xCONT. ATTACHED I BLOCK W/(1)= CONT_ WINDOW OPENING VERT STUD AND (3) 0.145" W/3/40 x (o" "HILTI" HY150 L3x3x1/4 e 48" O_C_ PAR TS TYP I ADHESIVE ANCHORING SYSTEM OR EQUAL AT L4x4xl/4xGONT. ATTACHED TS 12x�x1/2 ADDITIONAL KNOCKOUT I W1314 V" "HILTI" HY50 BLOCK W/(1)= CONT. I 32 O_C_ (MAX.) TYP. ADHESIVE ANCHORING 12" REINFORCED MASONRY SYSTEM OR EQUAL AT SECTION SEE PLAN FOR, SIZE AND 32" O.C. (MAX.) TYP. 4 SPACING REI T SCALE 314' =1'-0° L SECTIONDECK SUPPORT ANGLE: SECTIONL31/261/2x1/4xCONT. 3/1(0 2 TYP_ 2SCALE SCALE: 3/4 1 0r\1 3�4' =1,_0" 3 " _ , - 3/10 2-12(a) L4x3x5/16 TYPICAL 18 GAGE TRACK WI 1 110 SCREW AT EA STUD EA SIDE3/I10 I I ALL WALL WALLS GET W BM K 1 I FLASH COPING PER ARCH TYP I A I I TUBE STEEL COLUMN: (SEE PLAN FOR 51ZE X 1 111 4 LOG.) W/BASE PLATE: I I L4x4x1/4 5EE PLAN EOR 518"x6"x0'=12"LG_ W/(2)- L 3x2x12GA.x 4" LG CLIP I OPEN WEB STEEL J015T5 3/4"° EPDXY BOLTS W/ (4) X10 tEK.SGREWS � � I I 3 [Y 3/1� tYP. • I • (PROVIDE 7MIN. EMBED. VERT STUD AND (3) 0.145"? I I ' I ° SET ON I" NON= P_A.�. � 5TL ANGLE I I 3/1(02 ROOD DECK + � � SHRINK GROUT. (TVP.) a -k- DOUBLE KNOCK=OUT I I 11OR1�_ J015T BRIDGING I BLOCK W/ (2) GONfi. TOP 4 BOTTOM. (TYP.) I EACH COURSE GROUTED BASE PLATE I 50LID (TYPfGAL) I 8 REINFORCED MASONRY I I I SEE PLAN FOR SIZE AND I 5PACING OF REINF'G. (TYP.) III SECTION SECTION x18 GAGE METAL STUD j I I I JO15T (� r' i `r' SCALE 314° =1'-0" j 1� H leo" O.C. TYP I I i GIRDER -' "K" STEEL JOISTS SCALE 314' =1'-0' I I L441/43 5/8x18 GAGE METAL STUD I I 16" O_C. TYP L 344GA.x 4" LG GLIP I I I I r' �' 112 CDX ON TOP W/ALUM. GAP Wl (3) 10 TEK.5CREW5 � VERT STUD AND (2) 0.145"? P.A. 0 5% JOIST (4) #10 TEK SGREWS TYP All WALL WALLS GET ASN COPING PER ARGH TYP GAGE TRACK W/ � SCREW AT EA STUD 3x2xl2GA.x 4" LG CLIP '(4) 010 TEK.5CREW5 'a -RT STUD AND (3) 0.145117 A_F_ 6 5TL ANGLE SFGTION % SCALE: 3/4' =1'-0' L 3x2xI25A.X 4" LG CLIP Wl (3) #10 TEK.5CREW5 -2 VERT STUD AND (2) 0.145117 PAR Q 5TL J015T PX18 GAGE METAL STUD I(a" O.G. TYP -, Tp SCREWS TYP L 3x2xl2GA.x 4" LG CLIP PER ARCH # W/ (4) 10 TEK.SGREWS 6 I I VERT STUD AND (3) 0.145" I I I I i 1 ,' P.A.F. 0 ANGLE TYP I I I r 6x18 GAGE METAL STUD 3 5/8x18 GAGE METAL STUD-- \I I I 48" O.C. TYP 16" O_C_ TYP I \ I I BOTTOM CHORD BRACES AS \ I I .I REQ'D BY MANUFACTURER I \ \ I I EXTEND ANGLE TO PANEL I \ \ I I POINT TYP. I I \ \ I I I I \\ I I \ I I L 3x2x12GA.x 4" LG CLIP I SECTION W/ (4) 010 TEK.SGREW5 �D I I 1 1 6 SCALE 314" =1'-0° VENT STUD AND (3) 0.145 r P.A.F. Q 5TL ANGLE •- - - - -. I I I I L4x4x1/4 ' I I STEEL JOISTS: I \I \ I I 3/16 2-12 \\\ I I ------- -------------- - --------------Ilk I 1 \\ I I I I \\ I I I I \\ I I I I I _ _ I ••1 -� I" 'I I I _ L 3x2xl2GA.x 4" LG CLIP - •-. W/ (3) 110 TEK.5GREW5 6 VERT STUD AND (2) 0.145"? P.A.I . @ 5TL J015T PROVIDE X BRACING: L2xax3/1/_ Art 48" O.C. TYP I L 3x2x12GA.x 4" LG GLIP- W/ (4) #10 TEK.SGREW5 gal VERT STUD AND (3) 0.145" P.A.F. 0 T5 TYP 648 GAGE METAL STUD 48" O.G. T5 12x(ox1/2 8 SECTION SCALE: 3/4° =1'-0° 1 2 1 3 4 5 1 6 7 8 9 10 FAI 0 6x18 GAGE METAL STUD 0 IFS" O.G. TYP 18 GAGE TRACK W/ 010 SCREW AT EA STUD - (4) 010 TEK SGREWS TYP - TS 12x(ox1/2 ------------ 3 5/8x14 GAGE METAL 5TUD w 1(" O_C_ 3141'x8x8 5TL PLATE: I Wl (4) 3/4" x4" HEAD STUDS I I 3/1(0 TVP. TUBE STEEL- COLUMN: (SEE LAN FORSIZE SECTION 11 SCALE. 314" =1'-0' G F E PROVIDE 8" KNOCK=OUT PROVIDE 8" KNOCK -OUT DECK SUPPORT ANGLE- BLOCK W/(1)- CONTINUOUS WI8x35 SLOPE TO BLOCK W/(1)= CONTINUOUS L4x4x1/4xCONT. ATTACHED GROUT 5®LID (T'I'P.) MATCH ARCH ROOF STEEL SOLID (TYP.) STEEL JOISTS: W/3/4 x 6" "HILTI" PY150 15 VERT. IN SOLID GONG, ADHESIVE ANCHORING DECK SUPPORT ANGLE: TVP. GROUT SOLID 6 32" 0_G. all � 2 -24 SYSTEM OR EQUAL AT L4x4x1/4xGONT. ATTACHED � COORD. W/ ARCD L GOORD. W/ARCH'L- 32110C (MAX.) TYP. W/3/40 x b" "HILTI" HY150 - T/PARAPEt s ADHESIVE ANCHORING T/PARAPET P - - - - TYP. SYSTEM OR EQUAL AT PERT, IN SOLID GO C. 06.25.10 BREAK-OUT LACE O BLOCK 3/16 2 32"OC (MAX.) TYP. GROUT SOLID 6 32" O.C. 05.10.10 AS REQUIRED FOR JOIST END 02.26.10 `�- TO BEAR ON TIE BEAM, GROUT AT EACH 11.16.09 5OLI1D W/GONGRETE. (TYP.) I 3/1C J015T TYP. 3/I( No. Date Revisions / Submissions D. CK. SEE ARCD PLAN 77 T/BOND BEAM 5EE PLAN -- X - I I I r T/BOND BEAM 4 I .. N (oxl'8 GAGE METAL STUD I I r r PROVIDE X BRACING: 1611 O.C. TYP-' ,. r L2x2x3/1(o AT 48" O.G. TYP 1 L4x4x1/4 BOND BEAM: BB -1 L 3x2x12GA.x 4" LG CLIP -' DOUBLE KNOCK -OUT I• .I r I `� BLOCK W/ (2) 05 CONT_ W/ (4) 010 TEK_SCREWS STEEL J015T5: EACH COURSE GROUTE VERT STUD AND (3) 0.145" e I SEE PLAN FOR SIZES I D P.A.F. ANGLE TYP L3x3x1/4 6 EA JOIST SOLID (TYPICAL) I I AND SPACING. (TVP_) M bxI8 GAGE METAL STUD TVP. ft L 3x2xl2GA.x 4" LG CLIP a 48" 0_C. 3/leo TYP. ADDITIONAL KNOCKOUT W/ (4) 010 TEK.5CREW5 I° L4x4x1/4xCONT. ATTACHED I BLOCK W/(1)= CONT_ WINDOW OPENING VERT STUD AND (3) 0.145" W/3/40 x (o" "HILTI" HY150 L3x3x1/4 e 48" O_C_ PAR TS TYP I ADHESIVE ANCHORING SYSTEM OR EQUAL AT L4x4xl/4xGONT. ATTACHED TS 12x�x1/2 ADDITIONAL KNOCKOUT I W1314 V" "HILTI" HY50 BLOCK W/(1)= CONT. I 32 O_C_ (MAX.) TYP. ADHESIVE ANCHORING 12" REINFORCED MASONRY SYSTEM OR EQUAL AT SECTION SEE PLAN FOR, SIZE AND 32" O.C. (MAX.) TYP. 4 SPACING REI T SCALE 314' =1'-0° L SECTIONDECK SUPPORT ANGLE: SECTIONL31/261/2x1/4xCONT. 3/1(0 2 TYP_ 2SCALE SCALE: 3/4 1 0r\1 3�4' =1,_0" 3 " _ , - 3/10 2-12(a) L4x3x5/16 TYPICAL 18 GAGE TRACK WI 1 110 SCREW AT EA STUD EA SIDE3/I10 I I ALL WALL WALLS GET W BM K 1 I FLASH COPING PER ARCH TYP I A I I TUBE STEEL COLUMN: (SEE PLAN FOR 51ZE X 1 111 4 LOG.) W/BASE PLATE: I I L4x4x1/4 5EE PLAN EOR 518"x6"x0'=12"LG_ W/(2)- L 3x2x12GA.x 4" LG CLIP I OPEN WEB STEEL J015T5 3/4"° EPDXY BOLTS W/ (4) X10 tEK.SGREWS � � I I 3 [Y 3/1� tYP. • I • (PROVIDE 7MIN. EMBED. VERT STUD AND (3) 0.145"? I I ' I ° SET ON I" NON= P_A.�. � 5TL ANGLE I I 3/1(02 ROOD DECK + � � SHRINK GROUT. (TVP.) a -k- DOUBLE KNOCK=OUT I I 11OR1�_ J015T BRIDGING I BLOCK W/ (2) GONfi. TOP 4 BOTTOM. (TYP.) I EACH COURSE GROUTED BASE PLATE I 50LID (TYPfGAL) I 8 REINFORCED MASONRY I I I SEE PLAN FOR SIZE AND I 5PACING OF REINF'G. (TYP.) III SECTION SECTION x18 GAGE METAL STUD j I I I JO15T (� r' i `r' SCALE 314° =1'-0" j 1� H leo" O.C. TYP I I i GIRDER -' "K" STEEL JOISTS SCALE 314' =1'-0' I I L441/43 5/8x18 GAGE METAL STUD I I 16" O_C. TYP L 344GA.x 4" LG GLIP I I I I r' �' 112 CDX ON TOP W/ALUM. GAP Wl (3) 10 TEK.5CREW5 � VERT STUD AND (2) 0.145"? P.A. 0 5% JOIST (4) #10 TEK SGREWS TYP All WALL WALLS GET ASN COPING PER ARGH TYP GAGE TRACK W/ � SCREW AT EA STUD 3x2xl2GA.x 4" LG CLIP '(4) 010 TEK.5CREW5 'a -RT STUD AND (3) 0.145117 A_F_ 6 5TL ANGLE SFGTION % SCALE: 3/4' =1'-0' L 3x2xI25A.X 4" LG CLIP Wl (3) #10 TEK.5CREW5 -2 VERT STUD AND (2) 0.145117 PAR Q 5TL J015T PX18 GAGE METAL STUD I(a" O.G. TYP -, Tp SCREWS TYP L 3x2xl2GA.x 4" LG CLIP PER ARCH # W/ (4) 10 TEK.SGREWS 6 I I VERT STUD AND (3) 0.145" I I I I i 1 ,' P.A.F. 0 ANGLE TYP I I I r 6x18 GAGE METAL STUD 3 5/8x18 GAGE METAL STUD-- \I I I 48" O.C. TYP 16" O_C_ TYP I \ I I BOTTOM CHORD BRACES AS \ I I .I REQ'D BY MANUFACTURER I \ \ I I EXTEND ANGLE TO PANEL I \ \ I I POINT TYP. I I \ \ I I I I \\ I I \ I I L 3x2x12GA.x 4" LG CLIP I SECTION W/ (4) 010 TEK.SGREW5 �D I I 1 1 6 SCALE 314" =1'-0° VENT STUD AND (3) 0.145 r P.A.F. Q 5TL ANGLE •- - - - -. I I I I L4x4x1/4 ' I I STEEL JOISTS: I \I \ I I 3/16 2-12 \\\ I I ------- -------------- - --------------Ilk I 1 \\ I I I I \\ I I I I \\ I I I I I _ _ I ••1 -� I" 'I I I _ L 3x2xl2GA.x 4" LG CLIP - •-. W/ (3) 110 TEK.5GREW5 6 VERT STUD AND (2) 0.145"? P.A.I . @ 5TL J015T PROVIDE X BRACING: L2xax3/1/_ Art 48" O.C. TYP I L 3x2x12GA.x 4" LG GLIP- W/ (4) #10 TEK.SGREW5 gal VERT STUD AND (3) 0.145" P.A.F. 0 T5 TYP 648 GAGE METAL STUD 48" O.G. T5 12x(ox1/2 8 SECTION SCALE: 3/4° =1'-0° 1 2 1 3 4 5 1 6 7 8 9 10 FAI 0 6x18 GAGE METAL STUD 0 IFS" O.G. TYP 18 GAGE TRACK W/ 010 SCREW AT EA STUD - (4) 010 TEK SGREWS TYP - TS 12x(ox1/2 ------------ 3 5/8x14 GAGE METAL 5TUD w 1(" O_C_ 3141'x8x8 5TL PLATE: I Wl (4) 3/4" x4" HEAD STUDS I I 3/1(0 TVP. TUBE STEEL- COLUMN: (SEE LAN FORSIZE SECTION 11 SCALE. 314" =1'-0' G F E ASE ENGINEERING SERVICES, INC. M 1265 South Semoron Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel B, 407.926.3390 Fax infb@bakerbarrios.com www.bakerbarrios.com Arch'�tects AA0002981 12 CC -2 TOP OF BEAM DETAIL) U8 � A �V 12 13 14 15 16 17 DAVID MGUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ■ PROJECT N[I,: 08031800 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1-C.24-2-31-1 ET_ SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. 7- 0 06.25.10 EQPMT./MISC. CHANGES 0 05.10.10 OWNER COMMENTS 02.26.10 OWNER REVISION 11.16.09 ISSUED FOR PERMITTING No. Date Revisions / Submissions D. CK. ASE ENGINEERING SERVICES, INC. M 1265 South Semoron Boulevard, Suite 1250 Winter Park, Florida 32792 - 407-677-5565 Fax 407-677-5996 Certificate of Authorization No, EB 25873 Minsheng Xie P.E. D Florida No. 51161 07-15-10 189 South Orange Avenue Suite 1700 Baker Orlando, Florida 32801 407.926.3000 Tel B, 407.926.3390 Fax infb@bakerbarrios.com www.bakerbarrios.com Arch'�tects AA0002981 12 CC -2 TOP OF BEAM DETAIL) U8 � A �V 12 13 14 15 16 17 DAVID MGUS CHEVROLET 1160 RINEHART ROAD SANFORD, FLORIDA ■ PROJECT N[I,: 08031800