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3725 Orlando Dr -(NO PERMIT #) (ARBY'S) (NEW CONSTRUCTION) (A)OFFICE M nrrl % r 1), 1 . , r._ r Mj J � to r 0 iEA. ioA.A. EA. sA. T EA. (3) W CIA. PIPE 5OL.L,ARPS V-0' NIGH FILL. W CONCRETE S'-®' 14IGsH 6' CONC. S1+o" 5 wi 6X6 «ow.wr-. FILL w/ CONCRETE DRAIN DUV*STER TO PROW CONC. SLAB w/ 6>* ".Wp. V PIPS 5O1.L.AAlD GRAIN DATER TO FRONT S' -(D' NIGH All ap,ga FILL w/ GONOIEl-E Mj J � to r 0 sA. T EA. (d•) 6' CIA. PIPS SOLLwAIDS S'-®' 14IGsH FILL w/ CONCRETE CONC. SLAB w/ 6>* ".Wp. GRAIN DATER TO FRONT All ap,ga 3' 6' PIPE 15OL.LARD —, 141614 FILL V CONCRETE Mj J � to r 0 D Q 1 D Q �LM LM a� O 54 LLI 9 0 , cra iQ �-a.-- ---------------- I _Ky A -S -- - .24' -to S'- " 26'- jI iI ll� � �?f)fllll illi I{ - - !3`- 4. S''-24' -- '-O" 2'-10j-' 6'-S' --28 $� 52� 52. 2 2 $` 82. 4 . �` 8 PROVIDE WALL MOUNTED SIGNIAGE' I D � _ 6° X &' R.O. CHASE WIT" Il�,�I{li4{� 1-1Il�I�tt f-'>vTING THE OCCUPANT LOAD OF THE --- 4' (ACTUAL) FURRING 2X2 FRA MNG \A-4 , _i ? pIN1iA1GlLOBBY AREA r AT ELEG, P'ANEL�v FC3R ROOF MtL-_ PIN. TYPE LOUVER DRAIN 'i{-,rlYi`i " 'S!_`r'.I 1 l i 1 I111llbII`1Ii1 {°Ii I' I!it i Iii UL_ AMNG ...... REMARKS !U x N x T _ _ 1 1/2 PR. IVES HW;sE5 55614 1/2' X 4 lr-)' 6.52 --1 . I LCN POOR CLQ6ER 4041 -REG -AL _ I IVES "LL/PUSI-I 13AR 9103EZ-33-r2-32D-NO i IVES PUSH PLATE 5200 4 X 16 32D tca � ELEC. LS , METER 1 LCN DOOR CLOSER 1311 -REG -Al -1/2 I IVES PULL PLATTE 8002-& 4 X 16 32E) LA5EL SET 2 IVES KICK PLATER 8400-32D 6'X 34' 1 Q i 3'-0' x 7'-+'O' x 13/4' ALUM. It A FF ALUM, I SUI- W.C. 'WOMB' 1 YES YES - A —�; COLOR TO MATCH 5TOREFRC W GLASS — r -- a 11 i t � f�r1 I -! i I'I i I � 1 I-I�.-r IF MN £ ' Ula ry � �� I I � ull i it ._Jt_:i XIP- k�� ,x.• a . •.i Rx kx•,.. 4 . .. I MAT W/ CANT TREADS ,'! OPP ?�-1` J. j l� GTiC)1I SPCTIiLTi - , + J__• 2.52. �,. MC]DE�TL3'i C NTlwI D ��I I "' 14'-2' t PROVIDIE 112` PL4 - 111N VE .TIBULE., { � '... � -_ 51 ° m �W� -- - -AT - C.[?LC)R : s9325Ala1 IITE , ' -. _ ( z PROYII�Ir SGUNU ` '` - w _ �_ _ . c SIDE OF WALL wl PrLAGK RAILS GRA -1 --� ' 1 ( 1 A?T INSULATION 3r_!I" 1 4 4t `i i`� - - -( r `I DA rN WALL$ ARC7U4P 2 -`` FMSTROOM6, TYP» - : -4`- -____- ----. ., rs xa a•,•n �u11:w, rf1r r.r.x rF,f 7 ,. , �If• .1 r �x ,t/ ._ � .�. i - --- -- � I_-i-�..� �•..�..�,:?u,as�krttr _ _ � _ � tr �c , r I!V �.-•^ ; �' I. ii:2n �>`,:�i..tn�:i"f, � �_ � LOW WALL r, �I' I - - ' -- - - - �a nr�1 TOROY �Nr�L I i j - __- .__• -. "` --- r , ! ' i ? i»L4:.V. ' =•`:I i�•' �! �� * I� ( I VNId A.�L..T[✓F• { _ z 0) , B Lt�4U =INTER i ( - I 1 1 i ` J -' : e- Ili A -!I I Q v o7 4,_ FOR -WAN � ��.•- � . -_ - r- j _....._ .i ( p' I ;1 ,1, 1 I >. - > LVF_5 AS REQG11 13 _....__.. _.� 2X8 i 1 '2 j'. ,'fI I ` F i LOW - - -- i��If 8'-10l' i SWEET EQ -1 -=— --- 't U ' � _ }l. I SEE DECOR LOBBY!'`�J2" l } ----- -- - f�' I DR AWW- 5 --,< a ; + I - a Vii:_ 11 _... ►r ; , (f: 1 C I. i. 1' i x � r , .. ----._..------------------ Z - ... t _-' aT5 I �..2. _i__ -� t I l -n ,Y.:1,-='i�_', ',_' - I •� ( ��.1 L_I � A � f• 1 r ,DINING. `SII 1 t 1 ,f : � ( t ! I I w== ! , r/" ,:1 r- I i i 3! .! / / t?I I p ; #I i j ae ! ! ` ✓}•, j ?� j__-PEZZE - -I � I A-10 1 �� I ! �) r •Q ).. a 1 S , �.--'__._._ ;, 1!r I ` 1 —tPa < 4rilr4U 6'-5 1!4' }cl _3 1(7' FLOOR } [n U u r G G. TO RE 10 TO COR % r _ ✓ �P4 _ ��.� .r�F �-ter z i^. �ti a. I T / A I nc_�; ' PLANS FCR GENE 1 a-il , _ _fl ;� — - _ _ 3 > t j < , -ITAIL ItTI I. f w --'w u S a tr t BI ' �GMSTRUGTI v CIAL71ES i T t LOG�sil�7hl CiP f t1 U LINA, t ) I EI T►_375 -CENTERED I } ° " I G.G. TO CORE DRILL OILY f ' ( i i i-- - -<y ! IP IOD i u IY iY ! REGISTER f Y' , fi,c�a "FUL'L'.,WEIGH WALLS .WITH - SII) <`I I IN VESTIBULE. v_._.-_ _� R � AFTER YEi�1FiINCn EXACT f "-. i '' r_.___., 1 - I � � ! A() I i r I �._- .I I LOGATiGfi+JS {+� O' –1 I ac ;o I - III ci;jG D 7 2 Tv, { 11.11_ LOCATIONS OF GORE$ ON I Ipl 7 ; €3D T ALL 5! ! P A 5 - Pu__._. ..-; 1�V1 %1 dIFIN,16-1FACING L0513Y ltlf 19C,4t:K 'RAI 9'GRA=T-- --- Q 111'6 QUI=UE LINE rN MELD I IDE TO DE TILE t— — COOLER SPECS ONSIEET ID 2 -2- �I --2AT ALL OTHER SIDES. } Ii IDE L '. EECAriUG4FN2 KIfGH� /LOWWALL w =A dti41 GOUiER , i' /" I A-1Ul_ if { •,. ------------ - - _ �. N . ✓ Iil f ` n ----------------- - --------- Top ; 4 r t �f DEV ITER - 1 •r „tom ,.�x F- t R r �'�' ._..J, U•.r� - ! ! S 't r MAX 2 »!�I'' A F�_ 4 LPA a BULKWEAp�`[ `I5° / jABOVE SI-kO1.PJ RA�'.r- _ ', ____.� '.., e`_r� -' _ - ---=�•�`c=�' °. •`•'.,., � 1 , I i SWEET A-2 --__._ _ HIGH � I "' � CHAIR y - i �' 4"-I0' 44'- - S'-�' - ---- 21-115/4' 4 -�° � 1 mss' -2 1/2' 11 BEVERAGE BAR TO -6E PROVIDED ' !�, /! 12 : _I, ' r ANP IN5TALLVP'I5Y OTHERS ;. f '',. 'r - "' , } L ._. __ _J, 1i 1 I A REFER TO K1TCWI;N FABRICATORS 1 'I < I " -- - - - 1 4 A 12� HOt�D t L_ _ - .W. _j s 1 IIl11 11ff;'t11C'1(1fl jj iij 1l�ttllillli!t,;� jI iI ll� � �?f)fllll illi I{ }}tt 1 1i 111A� ii rt i 11 l , i �tlt �,I. ( _A— 1 SCWLAGE RIM CYLINDER 20-022 626 I A I I D � _ Il�,�I{li4{� 1-1Il�I�tt ill'l!( 1 SCHLACxE RIM CYLINDER 22)-,'IJ22 6?�, CYLINDER li tlit��ll�l�! _-_j tllil a 11 i t � f�r1 I -! i I'I i I � 1 I-I�.-r IF MN £ ' Ula ry � �� I I � ull i it ._Jt_:i XIP- k�� ,x.• a . •.i Rx kx•,.. 4 . .. I MAT W/ CANT TREADS ,'! OPP ?�-1` J. j l� GTiC)1I SPCTIiLTi - , + J__• 2.52. �,. MC]DE�TL3'i C NTlwI D ��I I "' 14'-2' t PROVIDIE 112` PL4 - 111N VE .TIBULE., { � '... � -_ 51 ° m �W� -- - -AT - C.[?LC)R : s9325Ala1 IITE , ' -. _ ( z PROYII�Ir SGUNU ` '` - w _ �_ _ . c SIDE OF WALL wl PrLAGK RAILS GRA -1 --� ' 1 ( 1 A?T INSULATION 3r_!I" 1 4 4t `i i`� - - -( r `I DA rN WALL$ ARC7U4P 2 -`` FMSTROOM6, TYP» - : -4`- -____- ----. ., rs xa a•,•n �u11:w, rf1r r.r.x rF,f 7 ,. , �If• .1 r �x ,t/ ._ � .�. i - --- -- � I_-i-�..� �•..�..�,:?u,as�krttr _ _ � _ � tr �c , r I!V �.-•^ ; �' I. ii:2n �>`,:�i..tn�:i"f, � �_ � LOW WALL r, �I' I - - ' -- - - - �a nr�1 TOROY �Nr�L I i j - __- .__• -. "` --- r , ! ' i ? i»L4:.V. ' =•`:I i�•' �! �� * I� ( I VNId A.�L..T[✓F• { _ z 0) , B Lt�4U =INTER i ( - I 1 1 i ` J -' : e- Ili A -!I I Q v o7 4,_ FOR -WAN � ��.•- � . -_ - r- j _....._ .i ( p' I ;1 ,1, 1 I >. - > LVF_5 AS REQG11 13 _....__.. _.� 2X8 i 1 '2 j'. ,'fI I ` F i LOW - - -- i��If 8'-10l' i SWEET EQ -1 -=— --- 't U ' � _ }l. I SEE DECOR LOBBY!'`�J2" l } ----- -- - f�' I DR AWW- 5 --,< a ; + I - a Vii:_ 11 _... ►r ; , (f: 1 C I. i. 1' i x � r , .. ----._..------------------ Z - ... t _-' aT5 I �..2. _i__ -� t I l -n ,Y.:1,-='i�_', ',_' - I •� ( ��.1 L_I � A � f• 1 r ,DINING. `SII 1 t 1 ,f : � ( t ! I I w== ! , r/" ,:1 r- I i i 3! .! / / t?I I p ; #I i j ae ! ! ` ✓}•, j ?� j__-PEZZE - -I � I A-10 1 �� I ! �) r •Q ).. a 1 S , �.--'__._._ ;, 1!r I ` 1 —tPa < 4rilr4U 6'-5 1!4' }cl _3 1(7' FLOOR } [n U u r G G. TO RE 10 TO COR % r _ ✓ �P4 _ ��.� .r�F �-ter z i^. �ti a. I T / A I nc_�; ' PLANS FCR GENE 1 a-il , _ _fl ;� — - _ _ 3 > t j < , -ITAIL ItTI I. f w --'w u S a tr t BI ' �GMSTRUGTI v CIAL71ES i T t LOG�sil�7hl CiP f t1 U LINA, t ) I EI T►_375 -CENTERED I } ° " I G.G. TO CORE DRILL OILY f ' ( i i i-- - -<y ! IP IOD i u IY iY ! REGISTER f Y' , fi,c�a "FUL'L'.,WEIGH WALLS .WITH - SII) <`I I IN VESTIBULE. v_._.-_ _� R � AFTER YEi�1FiINCn EXACT f "-. i '' r_.___., 1 - I � � ! A() I i r I �._- .I I LOGATiGfi+JS {+� O' –1 I ac ;o I - III ci;jG D 7 2 Tv, { 11.11_ LOCATIONS OF GORE$ ON I Ipl 7 ; €3D T ALL 5! ! P A 5 - Pu__._. ..-; 1�V1 %1 dIFIN,16-1FACING L0513Y ltlf 19C,4t:K 'RAI 9'GRA=T-- --- Q 111'6 QUI=UE LINE rN MELD I IDE TO DE TILE t— — COOLER SPECS ONSIEET ID 2 -2- �I --2AT ALL OTHER SIDES. } Ii IDE L '. EECAriUG4FN2 KIfGH� /LOWWALL w =A dti41 GOUiER , i' /" I A-1Ul_ if { •,. ------------ - - _ �. N . ✓ Iil f ` n ----------------- - --------- Top ; 4 r t �f DEV ITER - 1 •r „tom ,.�x F- t R r �'�' ._..J, U•.r� - ! ! S 't r MAX 2 »!�I'' A F�_ 4 LPA a BULKWEAp�`[ `I5° / jABOVE SI-kO1.PJ RA�'.r- _ ', ____.� '.., e`_r� -' _ - ---=�•�`c=�' °. •`•'.,., � 1 , I i SWEET A-2 --__._ _ HIGH � I "' � CHAIR y - i �' 4"-I0' 44'- - S'-�' - ---- 21-115/4' 4 -�° � 1 mss' -2 1/2' 11 BEVERAGE BAR TO -6E PROVIDED ' !�, /! 12 : _I, ' r ANP IN5TALLVP'I5Y OTHERS ;. f '',. 'r - "' , } L ._. __ _J, 1i 1 I A REFER TO K1TCWI;N FABRICATORS 1 'I < I " -- - - - 1 4 A 12� HOt�D t L_ _ - .W. _j NOTE 1. SEE SPECIFICATIONS FOR HARDWARE SETS 2, HOLLOW METAL DOOR FR'AI'IES. PAINT PER DECOR DRAWINGS. 3. SIGNAGE 1=OR.RESTR'OOM DOORS.ANID EMPLOYEES ONLY DOOR SHALL 131 MOUNTED ON WALL AT 60' A.1=r-, TO THE CENTER OP THE 51GN. 51GN$ SHALL 13E MOUNTED ON THE WALL ADJACENT TO THE DOOR, CN THE LATCH SIDE, ALL 5IGN5 SHALL HAVE TACTILE CC WARAG'TERS A14D RF6TROOMf SIGNAGE SHALL HAVE PICTOGRAM;_ ALL $1CdWN 7E TO COMPLY WITW ADA IGC/ANSI A1117.i, 1938 SECTIONS 103A THROUGH 103A.5 4. ALL DOOR HAf�VWAKE 5HALL MEET IGC/ANS1 111.1, 15W SECTION 30'3,4 AND 404.2.1 I II s 1 IIl11 11ff;'t11C'1(1fl jj iij !ii 1!lE � jjtt ((II11!t [ 'I l 1ttill rlrlkk IE `1 jI iI ll� � �?f)fllll illi I{ }}tt 1 1i 111A� ii rt { 11 l iir�l6fl6 bkl?l�li�? ,liil.,lfi�llil{�f l : ' . �', i �tlt �,I. ( _A— 1 SCWLAGE RIM CYLINDER 20-022 626 I A I I D � _ - 1-1Il�I�tt 1 SCHLACxE RIM CYLINDER 22)-,'IJ22 6?�, CYLINDER ttt tttt.Q ----------- _-_j it�Fi�'r��i•f-r��. NO. r MtL-_ PIN. TYPE LOUVER MTL_ ELr=v'_ TYPE THR_ GLf39ER' UL_ AMNG ...... REMARKS !U x N x T _ _ 1 1/2 PR. IVES HW;sE5 55614 1/2' X 4 lr-)' 6.52 --1 I I LCN POOR CLQ6ER 4041 -REG -AL _ I IVES "LL/PUSI-I 13AR 9103EZ-33-r2-32D-NO i IVES PUSH PLATE 5200 4 X 16 32D NOTE 1. SEE SPECIFICATIONS FOR HARDWARE SETS 2, HOLLOW METAL DOOR FR'AI'IES. PAINT PER DECOR DRAWINGS. 3. SIGNAGE 1=OR.RESTR'OOM DOORS.ANID EMPLOYEES ONLY DOOR SHALL 131 MOUNTED ON WALL AT 60' A.1=r-, TO THE CENTER OP THE 51GN. 51GN$ SHALL 13E MOUNTED ON THE WALL ADJACENT TO THE DOOR, CN THE LATCH SIDE, ALL 5IGN5 SHALL HAVE TACTILE CC WARAG'TERS A14D RF6TROOMf SIGNAGE SHALL HAVE PICTOGRAM;_ ALL $1CdWN 7E TO COMPLY WITW ADA IGC/ANSI A1117.i, 1938 SECTIONS 103A THROUGH 103A.5 4. ALL DOOR HAf�VWAKE 5HALL MEET IGC/ANS1 111.1, 15W SECTION 30'3,4 AND 404.2.1 I II s 1 IIl11 11ff;'t11C'1(1fl jj iij !ii 1!lE � jjtt ((II11!t [ 'I l 1ttill rlrlkk IE `1 jI iI ll� � �?f)fllll illi I{ }}tt 1 1i 111A� ii rt { 11 l iir�l6fl6 bkl?l�li�? ,liil.,lfi�llil{�f l : ' . �', i �tlt �,I. ( _A— 1 SCWLAGE RIM CYLINDER 20-022 626 1 1/2 M. IVES (!/1 M. 4VE5 WII�-cES SHL'il 4 1/2' ?C 4 1l2' 63� N1r�' 12D 1f4' 5081 i I 15GHLAGMATIG DEVICE 1993 26D 1-1Il�I�tt 1 SCHLACxE RIM CYLINDER 22)-,'IJ22 6?�, CYLINDER ttt tttt.Q i11-1 it�Fi�'r��i•f-r��. NO. ABOVE LNG�kSAFONRGS�FOR TrEX17A�GT Ljr-G-F'1 `] y �-� �! � •_, ."_' +�..,I ;_; _' r I, -_-1 I ij __ 1i 11f --�ll -- -x! -•.___-�-___--- S- IT ABOVE10 l RSR TO GEN iII 5HQP UTILITY r _SHE'1 ',�`> YI1JC� UNIT ,j' ��• _ ��,5�..k SII( t ! w a 1 � Iljt Il III 1` � 4. R ii ,i I -- _ ,�, i _ ._. H �`�-._� = - _.. ,._ .>;, ✓ DRIVETN----- 1 I ..____..__._... Ir -t _i1 SILL r f� '' EXTEND )~D 1' Y ,. ,F ! s i i i t`r� alkyl -_...._._-- G / a _:: _ G m -r .. - AS MATER f N 'f C� � � Q Iilf11411 ! :hill"'(lltff 'f i!{{I_Hl l4fllllLL?If'lif.l' Prfrr,-f;t:�I I L i! {'I A5 .._ 1 _ . ...._..._... a 6' X 6' R.Q. a� �'�'CL T 5/8° GW13 ON METAL €-fAr. i D i �� �a/S D 5- IrELD PI BARD cl#Aa WIT44 w ' ' CHANNELS AT 16° O.C.I 1 Q r ��. (NO PLYWOOD) OVER 2 1/2' A-5 s I 6 W GC W. FILLED 2X2 FRAMMG S' CMU I A -S I 11 METAL STUDS AT 1>ra" Or.. � BTL: PfPE_ l �lFOR ------------------WALL I - i �\ TOP OF E3OLLAFV At WITH WVRIZONTAL SLOGKINKx 3 DRAINS OC - - (TYP3 s --r---------- - 48' AF&r- (SEE CxEi1ERAL NOTE 0�) 4-v 5.. 51 ON THIS SHEET! I'-9" 16`-Q)' 10'-31. 17'-31' 12'-23' - a2, 821" 5�° 5 52, 4 a A-4 -LOOR FLAN_ f n MUTE: ALL DIMENSIONS SHOWN ARE FACE TO FACE OF STUD FRAMING OR FACE OF MASONRY, UNLESS NOTED OTHERWISE. DOOR 5H EDULE HARDWARET HARDWARE SET G: (DOOR 3) --- DOOR DOOM FRAME OTl-ER _A— 1 SCWLAGE RIM CYLINDER 20-022 626 1 1/2 M. IVES (!/1 M. 4VE5 WII�-cES SHL'il 4 1/2' ?C 4 1l2' 63� N1r�' 12D 1f4' 5081 I LC:N DOUR CLOSER �-4fi-Gli^y1-1-AL 15GHLAGMATIG DEVICE 1993 26D I IVES ARMOR PLATE 64W -32D 30' X 46' 313ru 1 SCHLACxE RIM CYLINDER 22)-,'IJ22 6?�, CYLINDER I IVES FLOOR STOP F$444 260 I LCN POOR CLOSER 1311 -REG -AL (TOP JAMB MOUNT) I IVES DOOR HOLDER 44452-4 26D NO. I IVES FLOOR SLOP 45444 26D MtL-_ PIN. TYPE LOUVER MTL_ WIDTH ELr=v'_ TYPE THR_ GLf39ER' UL_ WDW. REMARKS !U x N x T _ _ 1 1/2 PR. IVES HW;sE5 55614 1/2' X 4 lr-)' 6.52 --1 - I LCN POOR CLQ6ER 4041 -REG -AL _ I IVES "LL/PUSI-I 13AR 9103EZ-33-r2-32D-NO i IVES PUSH PLATE 5200 4 X 16 32D 1 LCN DOOR CLOSER 1311 -REG -Al -1/2 I IVES PULL PLATTE 8002-& 4 X 16 32E) LA5EL SET 2 IVES KICK PLATER 8400-32D 6'X 34' 1 Q i 3'-0' x 7'-+'O' x 13/4' ALUM. It A 3 51LENCER S PER DOOR ALUM, I SUI- W.C. 'WOMB' 1 YES YES - A —�; COLOR TO MATCH 5TOREFRC W GLASS (N.1.C. - POORS PROVIDED AND INSTALLED BY OWNER) 2 Q t i V-10, x 1'-0, x 3 3/4 ALUM. 4 ,,� ALI,A"1. - YES._._ T COLOR TO MATCH STOREFRONT GLASS ' (N.i-r. _ DOOR5 PROVIDED AND INSTALLED BY C201ER) Q 4'-!Z>* x -P'-�' x 1 3/4' H.M. P3 H.M. 2 YES YES - Cr PANT EXT. F=RAME, DOOR FACE AND EDGE ICI DULUX *!b?,, MFS 30YR II/2r9 — - -- I - INSIDE FR41-M AND DOOR FACE ro BE WHITE -_^— �- Q4 -x0 -'x 13/4' ID P. LAM. I YES _ D (WOMEN) E. LAM. G].7R 5Y' Oi�ER EA. SIDE E (MEN) REFER TO DECOR DRAWINGS F.LAM. - _— ti 3'-0' x -V-0° x 1 3/4' WD EA , SIDE E N).1 r � _ _ - F 5' X 20' VISION LITE 7'-0' x 13/4' WD LAM. EA SIDE H.t r. 1 3 ------ _ .___� - P. LAM. COLOR 15Y ER - REFER TO DECOR DRAWINGS WARDWAFirz. SET E: (DOOR 4) 11/2 PR. IVES HINGES SSBI 4 U2' X 4 1/2' 652 I LCN DOOR CLOSER 4041-Ru1/PA=AL i IVES PUSH PLATE 8200 4 X 16 32D I IVES PULL PLATE 83,02-8 4 X 16 32D 2 IVES KICK PLATES 6400-32D 6' X 34' 3 SILENCERS PER DOOR I SIGN- W.C. 'MN* HARDWARE SET F. (DOOR 5) 1112 PR, l VE5 HINGE$ 5MI 4 1/2' X 4 1/2' +652 1 SCH..AGE PASSAGE SET DIvs-RI•IO-626 1 LCN DOOR CLOSER 4(441 -(REG -AL 2 IVES KiCK PLATES 8400-32D 8' X 34' 1 IVF5 PLooR STOP FS438 26D 3 SILENCER$ PER DOOR i SIGN 'EMPLOYEES ONLY' HARDWARE SET G. (DOOR (?) 11/2 PR. IVES HINGES 55514 1/2` X 4 1/2' 652 1 SCHLAGE STOREROOM LOCKSET STET 2 IVES KICK PLATE$ 0400-32D,51 X 22' 1 1 VES FLOOR STOP 1=5438 26D 3 SILENCERS PER DOOR 4a U4'111I x 411/4'14 R.0 FOR DRlViE 714RJ WMDOW ((.1Ur ,ZI5R/ "56-4035E) 115'S1ED AID IN STALLED BY SER, POOPED HOOK UP BY G.C. n&UMINUM B ADA 51GNtAGE----1 - a t1LES 4 RAILS ,� -' 1 'EEt' HOLE -1" IE TIAL i DOOR al - - EQ J- EQ /4 TEMPERED GLASS � c:1v STAINLESS STEEL KICKPLATE INSIDE -_ •9 v ONILY P. LAM —� FLUSH 14MLC WSTAINLESS STEEL: •/ METAL _ IN KICK PL ATE6 BOTI: PIDE5 ALUMINUM 9 STOREFRONT SYSTEM OR HOLLOW flaw METAL HOLLOW --- � r METAL. r` DOOR AND FRAME TYPE l..l W GM (NC1M1) WALLS U►1iN METAL HAT CHANNELS Al 16' Use, i1s1'114 pplL PAGED ItaSfLATION EsE►UEEN AND 5/8° utALLo'°SC)Al2D ON INSIDE PACE 3112'26 C:-iAUGE GALVANIZED STEEL STUDS 16° Off. WiTN (1) LAYER OF V2'GYP. IE+D. 501N SIDES, i)Nl.E66 NOTED QT1-lIRU[S>~ LOW 4VALL5�IMWMIII =1114 , vE£ DECOR DR.4U1lNG5 FOR WALL HEf%Fif AND EXACT LOCATION. 25 GAUGE PETAL STUDS AT l6` O.G. WITH C7PdE (i) LAYER il'd° GYP.I3OARD EAG4.1 SIDE AND 31!2' E3ATT SCJury MSULAt1(7h1 PULL 4•)EKai+IT OF WALL DOOR i FRAME. SEE DOOR 9GwEDULE FOR I03 wOR1"IATIt7i4. , WINDOI,U'.SYMHOL SEE SWEET FACE OF 13OLLA1W To ALIGN W1 FACE OF C.I.lR Sir "tcv [�11QJ ul � STA4NLE'SS 'STEEL - _ CLOSURE PIECE PROVIDED 3Y COOLER _ -• i"iFGR', INSTALLED 13Y G.C. - -�� CAULK TO ADJACENT SURFACE Q r 3 19' WIDE STEEL ROOF W LADDER PAINTED BLACK. PPJJYIDI* aDDITiGpNAL _ BLOCKING .A5 REQ'D_ TT . i ._Y c'a 5' X 20' WIRE GLA5S IN METAL ---- FRAME ADA SIGNAGE Q- -[n I P!QLLC7W ihETAL NOTES - 1. ALL EXTERIOR WALLS A1id.-- 8° NOM, C{"11,i WALLS WITH METAL 4 -IAT CHANNELS AT Vn` WITH FOIL PAGED INSULATION, UNLESS NOTED OTHERWISE 2, ALL INTERIOR WALLS ARE 3 1/2' 25 CaAUGE GALVANIZED STEEL PaTUDS AT 16" O.G. UNL1=55 NOTED OTHERWISE, 3_ SEE. WiNDOW ELEVATIONS AND,DETAlLS FOR -SIZE AND LOCATION OF PLOG#C1NC� 4, ALL WALLS TO REGEI`,iE LAMINATE MUST HAVE PLYWOOD 5AGiINCa IN LIEU OF GYP. BD, COORDINATE LOCATION WITW DECOR DRAWINGS 5. PROVIDE TiLE BACKER 50ARD AT BOTTOM 12° OF !VALE IN. LIEU. CTE GYP. .i3D_ AT ALL KITCHEN AND SERVICE AREAS TO fZEcf=1vE FRP aNPlare UUARRY TILS 5A5E TILE BACKER TO BE GA PACIFIC 'DENS -S -'HELD` - I/2' THICK 6. PROVIDE 2X2 FULL HEIGWT .STaINILES'v- STEEL GORIdER GUARDS ON ALL OUTSIDE CORNERS IN KITCHEN -I. PROVIDE GYP. BD. AT REaTRcOii1'9 WALL BEHIND e-I)t`ir.1R1Ea 8. ALL LOW WALLS BELOW SERVICE C41.HT1=R A1viD ALF SERVE DRINK STATION TO BE 3 112" 25 GArwE GALVANIZE® STEEL STUDS AT 16' O.G. WITH 1/2' CaYP. BOARD AND FRP AT BACK OF HOUSE EXPOSED rJ' 1F:£S ARD 1/2' PLYWOOD AT FRC�1T CP�a4£:E. VERIFY EXACT CONFIGURATION WITH DECOR DRAWINGS. 9.STAINLESS STEEL PANELS ON DUROCK SHEATHING BEHIND ALL GOOI:ITIG EQlI4PMENT. TO EXTEND 15"FROM EDGES OF 1=QUfPMEW, (B Y KITCHEN )~G?trl)f'?''IENT SUP3P'L IEFJ. A-9 FOR ELEVATIONS HARDWARET HARDWARE SET G: (DOOR 3) --- I WAGER CONTINUOUS HINGE 780-112 HD AL A. (POOR ll ! VON DUPRIN EXIT DEYIGE MIL X 880N1L. 26D 1 SCWLAGE RIM CYLINDER 20-022 626 1 1/2 M. IVES (!/1 M. 4VE5 WII�-cES SHL'il 4 1/2' ?C 4 1l2' 63� N1r�' 12D 1f4' 5081 I LC:N DOUR CLOSER �-4fi-Gli^y1-1-AL 15GHLAGMATIG DEVICE 1993 26D I IVES ARMOR PLATE 64W -32D 30' X 46' 313ru 1 SCHLACxE RIM CYLINDER 22)-,'IJ22 6?�, CYLINDER I IVES FLOOR STOP F$444 260 I LCN POOR CLOSER 1311 -REG -AL (TOP JAMB MOUNT) I IVES DOOR HOLDER 44452-4 26D I IVES FLOOR SLOP 45444 26D I IVES Y1EUfER 698B26D S VI R (IOB2 I WAGER 7Wr E%IOLD 4185 .AL i I -{A T1• �D AL I HA WEATHERSTRIP -1365 1 WAGER WEATHERSTRIP 8625 rf� XR 11.1ACaER SWEEP 1r;,35 At_ a HARDWARE SET B: (DOOR 2) WARDWASt OOT D: (DOOR 4) 1 1/2 PR. IVES HW;sE5 55614 1/2' X 4 lr-)' 6.52 I i I!2 PR. IVES HINGES 5BBr 4 1/2' X 4 1/2° 652 RCI I LCN POOR CLQ6ER 4041 -REG -AL I IVES "LL/PUSI-I 13AR 9103EZ-33-r2-32D-NO i IVES PUSH PLATE 5200 4 X 16 32D 1 LCN DOOR CLOSER 1311 -REG -Al -1/2 I IVES PULL PLATTE 8002-& 4 X 16 32E) 1 WAGER WEATWERSTRIP 13&S 2 IVES KICK PLATER 8400-32D 6'X 34' 1 "AGER SWEEP 753 AL I IVES WALL 6TOP WAOrGVX 26D I IVES FLOOR STOP 1=5436 26D (AS APPLICABLE) 3 51LENCER S PER DOOR I SUI- W.C. 'WOMB' WARDWAFirz. SET E: (DOOR 4) 11/2 PR. IVES HINGES SSBI 4 U2' X 4 1/2' 652 I LCN DOOR CLOSER 4041-Ru1/PA=AL i IVES PUSH PLATE 8200 4 X 16 32D I IVES PULL PLATE 83,02-8 4 X 16 32D 2 IVES KICK PLATES 6400-32D 6' X 34' 3 SILENCERS PER DOOR I SIGN- W.C. 'MN* HARDWARE SET F. (DOOR 5) 1112 PR, l VE5 HINGE$ 5MI 4 1/2' X 4 1/2' +652 1 SCH..AGE PASSAGE SET DIvs-RI•IO-626 1 LCN DOOR CLOSER 4(441 -(REG -AL 2 IVES KiCK PLATES 8400-32D 8' X 34' 1 IVF5 PLooR STOP FS438 26D 3 SILENCER$ PER DOOR i SIGN 'EMPLOYEES ONLY' HARDWARE SET G. (DOOR (?) 11/2 PR. IVES HINGES 55514 1/2` X 4 1/2' 652 1 SCHLAGE STOREROOM LOCKSET STET 2 IVES KICK PLATE$ 0400-32D,51 X 22' 1 1 VES FLOOR STOP 1=5438 26D 3 SILENCERS PER DOOR 4a U4'111I x 411/4'14 R.0 FOR DRlViE 714RJ WMDOW ((.1Ur ,ZI5R/ "56-4035E) 115'S1ED AID IN STALLED BY SER, POOPED HOOK UP BY G.C. n&UMINUM B ADA 51GNtAGE----1 - a t1LES 4 RAILS ,� -' 1 'EEt' HOLE -1" IE TIAL i DOOR al - - EQ J- EQ /4 TEMPERED GLASS � c:1v STAINLESS STEEL KICKPLATE INSIDE -_ •9 v ONILY P. LAM —� FLUSH 14MLC WSTAINLESS STEEL: •/ METAL _ IN KICK PL ATE6 BOTI: PIDE5 ALUMINUM 9 STOREFRONT SYSTEM OR HOLLOW flaw METAL HOLLOW --- � r METAL. r` DOOR AND FRAME TYPE l..l W GM (NC1M1) WALLS U►1iN METAL HAT CHANNELS Al 16' Use, i1s1'114 pplL PAGED ItaSfLATION EsE►UEEN AND 5/8° utALLo'°SC)Al2D ON INSIDE PACE 3112'26 C:-iAUGE GALVANIZED STEEL STUDS 16° Off. WiTN (1) LAYER OF V2'GYP. IE+D. 501N SIDES, i)Nl.E66 NOTED QT1-lIRU[S>~ LOW 4VALL5�IMWMIII =1114 , vE£ DECOR DR.4U1lNG5 FOR WALL HEf%Fif AND EXACT LOCATION. 25 GAUGE PETAL STUDS AT l6` O.G. WITH C7PdE (i) LAYER il'd° GYP.I3OARD EAG4.1 SIDE AND 31!2' E3ATT SCJury MSULAt1(7h1 PULL 4•)EKai+IT OF WALL DOOR i FRAME. SEE DOOR 9GwEDULE FOR I03 wOR1"IATIt7i4. , WINDOI,U'.SYMHOL SEE SWEET FACE OF 13OLLA1W To ALIGN W1 FACE OF C.I.lR Sir "tcv [�11QJ ul � STA4NLE'SS 'STEEL - _ CLOSURE PIECE PROVIDED 3Y COOLER _ -• i"iFGR', INSTALLED 13Y G.C. - -�� CAULK TO ADJACENT SURFACE Q r 3 19' WIDE STEEL ROOF W LADDER PAINTED BLACK. PPJJYIDI* aDDITiGpNAL _ BLOCKING .A5 REQ'D_ TT . i ._Y c'a 5' X 20' WIRE GLA5S IN METAL ---- FRAME ADA SIGNAGE Q- -[n I P!QLLC7W ihETAL NOTES - 1. ALL EXTERIOR WALLS A1id.-- 8° NOM, C{"11,i WALLS WITH METAL 4 -IAT CHANNELS AT Vn` WITH FOIL PAGED INSULATION, UNLESS NOTED OTHERWISE 2, ALL INTERIOR WALLS ARE 3 1/2' 25 CaAUGE GALVANIZED STEEL PaTUDS AT 16" O.G. UNL1=55 NOTED OTHERWISE, 3_ SEE. WiNDOW ELEVATIONS AND,DETAlLS FOR -SIZE AND LOCATION OF PLOG#C1NC� 4, ALL WALLS TO REGEI`,iE LAMINATE MUST HAVE PLYWOOD 5AGiINCa IN LIEU OF GYP. BD, COORDINATE LOCATION WITW DECOR DRAWINGS 5. PROVIDE TiLE BACKER 50ARD AT BOTTOM 12° OF !VALE IN. LIEU. CTE GYP. .i3D_ AT ALL KITCHEN AND SERVICE AREAS TO fZEcf=1vE FRP aNPlare UUARRY TILS 5A5E TILE BACKER TO BE GA PACIFIC 'DENS -S -'HELD` - I/2' THICK 6. PROVIDE 2X2 FULL HEIGWT .STaINILES'v- STEEL GORIdER GUARDS ON ALL OUTSIDE CORNERS IN KITCHEN -I. PROVIDE GYP. BD. AT REaTRcOii1'9 WALL BEHIND e-I)t`ir.1R1Ea 8. ALL LOW WALLS BELOW SERVICE C41.HT1=R A1viD ALF SERVE DRINK STATION TO BE 3 112" 25 GArwE GALVANIZE® STEEL STUDS AT 16' O.G. WITH 1/2' CaYP. BOARD AND FRP AT BACK OF HOUSE EXPOSED rJ' 1F:£S ARD 1/2' PLYWOOD AT FRC�1T CP�a4£:E. VERIFY EXACT CONFIGURATION WITH DECOR DRAWINGS. 9.STAINLESS STEEL PANELS ON DUROCK SHEATHING BEHIND ALL GOOI:ITIG EQlI4PMENT. TO EXTEND 15"FROM EDGES OF 1=QUfPMEW, (B Y KITCHEN )~G?trl)f'?''IENT SUP3P'L IEFJ. A-9 FOR ELEVATIONS p cs n r• s,< � , Q i ljtd?h�� L<1 a all SUBPEND1rD E 2X4 BULKHI W/ 1/2' GYP, BO. BILCO METAL ROOF SCUTTLE 2'-6'x 3'-O' FOR LADDER ACCE63 TYPE V. EXTERIOR TO sE PAINTED CONT. FIMR CANT STRIP Apt SAFETY CAP $TEEL ME RAIL TADS 0 12'04. HATCH DETAIL SCALE : 1/2' 1'4 SCALE : 1 1/2' V -0- 2x6, WOOD STUD /-FRAMW.x CONTMOU$ STARTING POINT FOR GRID. A1.1GN WITH END WALL OF PINNACLE I NOIR: 61EE $HMT M-1 FOR LOCATION OF LINEAR BLOT DIFRZERS UVVFFLUORESCENT LIGHTS BY AWNING NOTE; RSR TO DECOR DRAWING$ PRIOR TO FRAMING BULKHEAD OVER $EATING AREA. DIMEN3iON$ ARE SUBJECT TO CHANGE BA6ED ON SEATING LAYOUT. r---------- I 1 I I I � I UP" 2 A-2 +VjolI I c A50 to i ) VE ,,.•—BOTTOM CHORD OF 1/4-. ROOF T66 IRU UP (t0 BE SIZED FOR BULKWEAD I I I ► LOAD$ BY TRUSS MFGRa STARTING SIA-2 D POINT I j � I I 4 ALIGN WITH END dl�t ,--14EX NUT (TYPICAL) WALL OF PINNACLE T4Ai7EID ROD O e N a I lfl go , low ,.--~2x& WOOD MID FRAMING I UJ Z - spow"" w —cn jb F 2x6 WOOD Stub FRAMING CONTINUOUS i 0 PA i �0i �j P0. E T I SCALE : 1 1/2' V -0- 2x6, WOOD STUD /-FRAMW.x CONTMOU$ STARTING POINT FOR GRID. A1.1GN WITH END WALL OF PINNACLE I NOIR: 61EE $HMT M-1 FOR LOCATION OF LINEAR BLOT DIFRZERS UVVFFLUORESCENT LIGHTS BY AWNING NOTE; RSR TO DECOR DRAWING$ PRIOR TO FRAMING BULKHEAD OVER $EATING AREA. DIMEN3iON$ ARE SUBJECT TO CHANGE BA6ED ON SEATING LAYOUT. r---------- I 1 I I I � I UP" 2 A-2 +VjolI I c A50 to i ) VE ,,.•—BOTTOM CHORD OF 1/4-. ROOF T66 IRU UP (t0 BE SIZED FOR BULKWEAD I I I ► LOAD$ BY TRUSS MFGRa STARTING SIA-2 D POINT I j � I I 4 ALIGN WITH END dl�t ,--14EX NUT (TYPICAL) WALL OF PINNACLE T4Ai7EID ROD O e N a I lfl go , low ,.--~2x& WOOD MID FRAMING I UJ Z - spow"" w —cn jb F 2x6 WOOD Stub FRAMING CONTINUOUS i 0 PA i �0i �j P0. uj 0 d WI ,�,-H1 X NUT (TYPICAL) APY-. i L __-_ GYP. E30. CEILING L.UORESCENT EPLECTED CEILING LEeEND REFERENCE MECHANICAL DRAWINGS FOR DIF OER AND GRILL SPECIFICATIONS 5rzrz 5HF-ET Em1 FOR LIGHT FIXTURE TYPES REFER TO LIGHT FIXTURE 5CHEPULF ON 6HEET E-5 FOR SPECIFICATION5 AND NATIONAL !-ACCOUNT INFO, UP TRAGIC LIGHTING PROVIDED 6Y OMEtR IN$TALL50 YBY Gr-, VERIFY LOCATION _ ON DECOR DRAWINGS PENDANT TYPE FXIURE SUPPLIED BY OWNER INSTALLER DY G.C. VERIFY LOCATION ON DECOR DWG 6 2X4 RECESSED LAY-fN R1.1ORESCENT FNXTLM WITH COOL. WHITE BI.IL138 2x2 1RItiMO%0 LAY -N FLUOREeCENT FIXTURE 11V WARM WHITE �..8°v FA PPL Y AIR DPUM R 3 WAY DIMOTIWN iDOUSElS IRETI:M AIR GRILLE CLG. MOUNTED EXIT FIXi!!RE V WaDICY BATTERY BACK-UP _ a I MW30iCY LIGHT W/ BATTERY BACK -W 6fj'zAKrzR FOR MUSIC 6YS`MM (R} - FitcEWED COWACT FLUOREGCG NT SEE SPECIFICATIONS RI~MOJ� ID COMPACT FLUORE6MNT WALL WAOW E 6MCPICATION$ 2 x 2 WOP0,DW AMSTICAL C -LG TILE At T -i X1911 ULTIMA WITH 5EVELED TEGULAR WITH A 15/16' GRID 51 2 x 4 SUSP5NDW U.S. GYP. VINYL Mom W/ $TME $WELL. $O. MOE TILE VV PAINTED GYP. BD, O+1 2X 6 WOOD CEILING JOISTS REFER TO DECOR PLAN$ FOR COLOR S''V INDICATES M. CL.G. WE1014T LIGHTS BY AWNING MFR.. PENDANT TYPE, FIXTURE RIU�ER TO DECOR DRAWINIxv FOR SPEC AND EXACT LOCATION$ 0 wild =Sf�IIISs7a0iia�all::l ai=GEu :i ig 11511. s is;oll°ice se�sllslisf1,L;;S6ssL; uai.:s.s;;ge;isi;e'ss= � gii3,•: s 241 x 24' LOCKABLE DRYWALL ACCE56 • i>f — r 1imAZI ., � u E NOTE: ALL EDGE TIRACK$ AT FRP WALL$ TO BE SEALED TO WALL AND ALL CP-iLING TILE r�TRATION6 TO HAVE TIRIM ALONG EDC$, TYPICAL THROUGHOUT - TOILET PARTITIONS BELOW T :.tiw.rN+iw+.��wew�.rw°www�w.w�w:ara�� tirrrr,��. L 'I-�M.iL►,;'. Mm 101 0 '1"iC'1;S"SSSS6�"If�l SSS"i73�ii ' "IMei�aMMi� v Q .Aii.al.a.rA►., py T/ 1 APP. EZ I I I I a APP. I REFLECTED C IL INS FLAN A-2 SCALE = 1/4's, IV-V _ NOTE: REPER To DECOR DRAWINGS fiO*P, ALL DECORATIVE LIGNTINr LCCATIONS ANIS DECORATIVE CEILING TREATMENT BOTTOM CHORD OF ROOF Nj$o (TO m 61mD FOR BULKHEAD LOADS BY TiRI.IS6MWiR.J DOUBLE TRIME$ SEE DETAIL 10/6-6 TRAGIC LIGHTING - - 5D. - f 1$"t THREADED TROD v 24' D.C. cr 2x4 WOOD STUD FRAMING 1i' GYP. BD, Ci I SCALE —,I 1/a ° - t' -•>D' BOTTOM CHORD OF ROOF T"$ (TO 5E SIZED FOR BULKHEAD LOAM BY TRW$ i aRJ 2x4 WOOD STUD #FRAMING CONTINUOUS 2x4 WOOD STUD BRACING W 32" O.C. OU5PE1VDED CEILING 2x4 WOOD STUD FRAMING CONTINUOUS Ass THREADED ROD � 24' O.C. 2x6 WOOD STUD FRAMING 16' V GYP. IBD. CEILING 2xb WOOD 6TUD FRAMING t6' O -C , (2) LAYElR$ OF Yd GYP. 50, AT LOBBY $IDE 6'-I3' A.Fr-. 2x+6 WOOD 6TUD FRAMING CONTINUOUS $EE c1eq IN swv DRAM G5 FOR EXA LOCATI OF 10NI I ,i POLE FOR EG I5ELOW VAPOR PROOF LIGHTS PROVIDED ey HOOD MAMVACIURER F..XNAl41'iT HOOD MONITOR LOCATIONS (WE 6HEET E-4), TYP. OF 6 NOTE., ALL EIDGE TRACKS AT FRP WALL$ TO IBE IWAL.EID TO WALL AND ALL CEILING TILE FENETRATION$ TO HAVE TRIM ALS 1 IDGE3, TYPICAL THROUGHOUT 2x6 WOOD °STUD LAMING CONTINUOUS CONT. 2X4 2x4 WOOD 1IlNG c 2x4 WOOD BRACING ,-2x4 WOOD STUD cru._ BRACINC'x 0 32' O.C. ,•; --*; W -V AFP. ' +�� Fil,16PENDEC /WWEMED CEILING 2k1 CONT. A" Gyp. BD 2x4 WOOD (2) LAYERS OF Y4, GYP. 16' OAC, BD, W/ IRP FINISH AT KITCHe- 4 SIDE lye' GYP. BD J -MOLD (TTP.) SE GT I ON - A -2 SCALE : I In, ■ 1'-0' STAINLESS STEEL CLOSURE PIECE SETUEEN 1SULK14EAD AND COOLER PROVIDED BY COOLER MFGR. tNSTALL.ED 151Y G.C. SEAL TO ADJACENT 6UIRFACE 1' DIAMETER WATER NEATER FLIJE PROVIDED BY PC. L-PRO VI DRAFT STOP INCEILING -A6 INDICATED, CONTI1.L406- _! FROM CEILING TO ROOF ®EC:K Y L1. D 0 V) 2 t -w LZ r- �a <j C� CU a: a. Y (D w� ELI Gw� wow 1, U: x aCLw Ld w C�7 f tai G ry _ j-_ Z w V) 4.1 V) wo COOLER/pREEZER LIGHT FIXTURES PROVIDED BY OWNER (A6 PART OF COOLERI ZER INSTALLED BY G.C. -2 SCALE : 11/2' ® V-0' 22 e N a �-uQ� 't 't lfl go low UJ Z 22 e haw - e lfl go low UJ Z a- C=l spow"" cc —cn jb F 44 0 PA loom z P0. uj 0 d WI z El Lu � ,.a Irl 0 F- 0 0 M 4 - 0 _..1 22 haw - low UJ Z a- C=l spow"" cc 44 loom z uj 0 z Lu � ® 0 F- 0 0 M 4 - 0 _..1 ROOF DRAlbi 9ALCULMQN�! PER 110 EACH ONE OF THE(3) 4'0 VERTICAL CONDUCTORS AND LEADERS SHOWN ON THE PLAN CAN HANDLE 4100 S.F. FOR 4Y2' RAINFALL RATE PER HOUR. THE ACTUAL ROOF IS ONLY 2900 S.F. QARELQW SCUPPER SIZIN PER 1107 THE CROSS SECTION AREA OF THE OVERFLOW SCUPPER SHOULD BE THREE TIMES THE CROSS SECTION AREA OF THE PRIMARY ROOF DRAIN. THE MIN. REQUIRED ROOF DRAIN lS ONE 4.0 THERE ARE (3) 6-0 OVERFLOW SCUPPERS PROVIDED THAI' EXCEEDS THE REQUIREMENT MENTIONED ABOVE 3 A-6 PZ)OF-DRAIN AND O ",_ Zfo_LOWIN SUMP''. PAN. SEE DETAIL 21A -(o. T(P. OF (3) LOCATE. BETWEEN AWNM TRUSSES. SEE SWEET P-1 FOR PIPE ROUTING. SADDLE FRZFIN*HEP METAL czem, OVERLAP C0PIW3 SEAMS 1 1,12' MIN. CRICKET AT ALL JOINTS z ...... (D 2 F- - - - - - - - - - - - - - - - - -- r-------__-.-------- - A-3 AWNNG AIlNlWj SEE DETAIL 2/E-4 SATELLITE 5Y5TEM. FOR RADIO AND 01B.- LOCATE ROOF EXHAU&T ROOF PENETRATION \0',*I- DETAIL 31A -r. A DISTANCE AWAY FROM AIR INTAKETYP, fi QDI~ 00'-0' MIN.) FLAG POLE LIGHT, VERIFY IF FLAGPOLE FREFIN115HED METAL COPING WILL BE USED ON SITE AND EXACT LOCATION OVERLAP COPING SEAMS.1 lt*2* MIN. -GTOR OF CONSTRUCTION. LIG44T AT ALL JOINTS WITH DIRE -.�o 2�11 5UPPLIED BY OWNER, INSTALLED 5Y GL. -F t q SEE DETAIL IM -4 \A 3 EQ. Ea. CONDEN5ATE DRAIN LINE ROUTE TO ROOF DRAIN i. REMOTE CONDENSERS SEE DETAIL 3/A-3, TTP. COOLER/FREEZER ON -`-....•, RTU 02 RTU 93 TTI'. IF (TYPICAL) 1/4- 6Lbf-E MIN. PREVINISWED STANDING SEAM METAL ROOF EWZWIDGrz- RTU #1 DEEP RED -T- N/ Ea ROOF LIGHT (TYPICAL 01=4) FOR METAL ROOF. SIM TO DETAIL 31E -w4; SUPPLIED BY OWNER INSTALLED 5y G.c. FIREFIN15WED METAL COPING OYERLAP r,-)MlW—c=AMcw 11/2' MIN REMOTE CONDENSER FOR DRINK 01 R ----- --- -111-11.- 'US fNlTECg APP TORCH APPLIED MODIFIED E31TLM ROOF &Y$TEM (GB -25-N) COLOR TO BE U41TE GRANULAR ... . . . ....... ROOF ACGE55 WATCH fW L---- AT ALL JOINTS 11 �-,, -1) , 2 I I r -------------------r------- AWNING L----------------- --------------- FRAMING: BEYONP 2 X 5 5 * 16, oc. METAL ROOF 12 12 A 35 FRAMING ANCHOR R-30 BATT NWWLATION 50GTP.13D. CEILING FORM AND POUR WALL TOP (SCORE To MATCH ADJACENT 61" IOOTW FACE - BLOCK) SEE $TjTURAL SWEET5 5/a, Gyp BD. -- ---------- -- FOL FACED WALL INSULATION (SEE 11 ON $WEET A-5) .... P.T. NAILER AS REWIRED -c RUCFING MEMBRANE PIREPIN"Er,> METAL COPING In' AFF. TOP OF CURB TREATED BLOCKING T BACKER ROD TOP Or MA$cMRY AND $EALA14-T 4- 2xb P.T. NAILER .1 71-1 Ck T--1 7-7 <7 4i 4 --j ED LIGHT SYSTEM SEE GUIDELINES ON SHEETS, E-4 AND LEP-I CAULK 11A S' X a' SCORED 5MOOTW FACE BLOCK SECTION FROM A/C UNIT DRAIN PAN NOTE; PROVIDE DRAT BOTTOM OF P-1 44 X 4#.X 61 TRE WOOD BLOCK61 * 41-01 O.G. 4 Al flmr-tInw, IN I � L L I 5ADDLE CRICKET Y XD CRICKET 1.,p TYPE 15'WATER HEATER FLUE 42' ABV. ROOF-------------------------------- --------------------------- -------------- EL50W FLUE FROM 5ELOW ---------- TO MEET LOCAL CLEARANCE AAWNINGAUNIW-3 REWIREMENT5 AND MECHANICAL L-------------------- i R,001= PLAN -------- c,C,ALE - 1/4" = 1'-0" FLAN NOTES; (o 1 1/2' EYELET5 MOUNTED INTO PARAPET WALL FOR MAW -,F -TING BANNER$ � - =0 - P -TRAP DRAIN LINE 6LOPE 45 REQUIKI) TO DRAIN CONNECTION 14 GA. I' GALV. STRAP$ SCREWED TO BLOCK TERMINATE AT ROOF DRAIN -CONF-,)EN,5ATE DRAIN &UPPORT PRErowEv INSULATED Guw BY MECH. EQUIP. CONTRACTOR INSTALLED By G.G. C,LO$URE PIECE --- 2 X ro 15LOCKNG INSULATE IN51PE METAL HQGV 76 GA G.1-%4EET METAL HOOD PIPE5/wS-cl OR C40NDUT55 26 GA 4.1. FLA51-11W-5 OVER 4' CONT. CANT STRIP 51f RpaING CONTRACTOR RO0FINC7.-$EIE 5PECIFICATION5 FIIFE-�15/PC5E-5 THRU RCCP AT ICE i--lACt4lNF- CIOINDEDN'SER 2 - MIN. MEC14ANICAL IWUIPMENT 26 GA. G.I. COUNTER PLA$WIW3 BY 6L. 26 GA G.I. FLA5flIW-i ----------- ----- ................ . . OVER. 4' GOVT. CANT STRIP 13Y RO(XIW3 CONTRACTOR IV _Zzz IFOR WOOD PECK$, FILL V Pr=r=P---- WITH CI HENT MORTAR BEFORE POURING DITUIIEN ME -GH. UNIT P -.,CCF CURE3 , - — ELECTRICAL CONDUIT/ GAS LINI=- THRU R001 -- METAL PAN SET IN BITUMEN AND FILLED WITH HOT 131T1, IEN OR FLA5TIC CEMENT (2) FELT "ETS SET IN BITUMEN FELT $TRIPPING ET 114 T C_14 NIN, TYFIa FITCH F0Crk,'-`-'lE---T DETAIL U) ocl o W Zco- < (y U to m<0 Dw lL tom. t --U) Ui (R z U3 w x Er < �s C) 0 1 1✓INI6WjF. a METAL COPING UNI -CLAD, ALMOND f FINISI-W STANDING SEAM Mi~TAL WOOF MRRID6.0-1 DEEP RED SIGNAGE TO BE CENTERED ON WALL AREA BETWEEN STORWzRONT. CAULK SIGN TO MASONRY. (TYPICAL FOR EACH SIDE) 4' SMOOTH FACE BLOCK- FIELD CALOR CAST STONE BULLN05E SPLIT FACE BLOCK ACCENT 41 I' RST FLOOR 2 AA -5 FrVINISHED METAL COPIWs UNI -CLAD, ALMOND (2) THIN SET ACCENT 02 15RICK COI1?UROY 13LOCK ACCENT 01 PROJECT OUT FROM FACE OF FIELD BLOCK ' S' ! i. 21„0. $ 2'-O' 2--0- $ , 2'-®' ,. ,. 2 -0A PROVIDE SMOOTH FACIE 8' xa' SCORED BMOOTH BLOCK BEHIND DRIVE-THRU AWNING FACE MOCK- FIELD COLOR LED LIGHTING RIrD AUJNNG ON 6TEEL. FRAME PANTE D , TYP. 3 A-5 loon 4' -°1400TH FACE BLOCK- MELD COLOR (3) COURSE $ AT CORNICE) (2) 4' XS' ACCENT 02 MOCK -PREFINISHED MTL. COptw4 CORDUROY BLOCK ACCENT 01 PROJECT, OUT FROM /#QAC Or- FIELD BLS @ ® 1 !:vi 11 I 11 Iilig11111111111IilUiliillgl#Hili 11111/11 1 111 1111111011111111111 111 1 1 111ulnnnm !1 !n!!1!lunw nolo a 11 unmuuwnll nu ■■■uu ■ ■u■ ..u...■1 ,... . ....�,......... ............. ----------- ------ MINES! ----- - _-- . ® � � . � � � � �1�1t►��� I ' rl'�ll�l rrl�i�'rl�rr�®fir �I 1..1�.,.MI..�.r..11 ® ! MINS rr► I�I1f� :,1i�1 ®1� N� Q Ci Q Il IME anLIVE I=31 �1 � rlrl�� 11����► r®r® � ;e ' �.+ a ® ®. �1r1 � � �. ■r, �r�l � `�r1r1 ��rll�r► �Ir�rl®Il�rrlr� �1 � rll� ra i 1 �1! _.....wa1�..� X111 _...a.,� !1■ra■! � r � 11111�■it'�� � � � r � 1111�1.1��wrllr►�rinlllrrrrrl�r►�ar•iwl■�1ll�Ilwirrl■��wwA�r�ulll11111lrlrlrrr�ln�li!■�■rr•11w►�lnlNlw■lnl�wMw�lr. ■�� tr■l�r r■1 � � � �..��.� 1 alli. �Cv\moi C�iil��``►�l��ll.�o t� l���i11����1 -iR� �llli�� ���► �� ►�.1.1�i► i1►�. ►� , �. .��►�`�`��`l 11 �. ELEVATION COLOR RELIEF SCAR (2) THIN SET ACCENT 02 BRICK TYP. OF 3 — CORDUROY BI..00K CANOPY PLUS CLA661c IED (6NCP-32) ACCENT I PROJECT OUT FROM METAL ROOF: 5IERRIDGE~ CEE-LOCK i3TANDING SEAM SCALE: 1/4 - t --0 4' SMOOTH FACE= 23'-5° TOP OF PINNAL E FRAMING (Up1�ER PIOIy): COLOR: ALMOND 23'-W TOP OF RRISW METAL COPING: -CLAD COLOR: ALMOND FIELD COLOR (3) COUR$ES AT CORNICE) � 1. PAINT ALL EXPOWD METER% $ERVIr-E ENTRANCES, ARBY'v 'HAT LOW' IN Cx,46 PIPING ETC. TO MATCH ADJACENT EXTERIOR WALL $USFACE 2. PROVIDE TEMPORARY MASKINGS OF EXPOSED $TAINLE66 STEEL -SPLIT FACE BLOCKDUR LED ACCENT 01 3. CORDUROY BLOCK TO PROJECT OUT FROM PACE OF FIELD BLOCK ® SIGNAGe TO BE CENTERED OVER PROVIDED AND INSTALLED 13Y RTM UVEAL. 12 , STOREFRONT AND IN MASONRY AREA 4' gt-TOOTH FACIE 1 ROWLOCKS. THERE~ $HALL BE NO EXPOSED MASONRY CELL.$. CAULK SIGN TO MASONRY 5L.00C- FIELD COLOR 4j (TYPICAL FOR BOTH SIGN$ At FRONT) (3) C.C7UI�SES AT CORM PfINISHED MTL. COPING OUT f ACCENT 02 BRICK; NN CORDUROY BLOC TO AMTC:H KLDON 611 VELOUR (WITH FACE OF FIE=LD BLOCK ACCENT 01 CAST STONE, 4' 5ULLNOSE BY EDWARD$ CAST STONE H I PROJECT OUT FRC" PR01=1LE TYPE 5550, COLOR DC114 FACE OF FIELD BLOCK FIELD MOCK CAST STONE 15ULLNOM SPLIT FACE BLOCK ACCENT 41 FIN. FLOOR 4' SMOOTH FACE BLOCK- FIELD COLOR 50 GLASS TYPE (TYPa SEE SCHEDULE CAST STONY 5ULLLNO6E 5UILDING ADDRESS (STREET NU IMR). VERIFY EXACT LOCATION WITH LOCAL JURISDICTION LED LICFA4TING i A-5 SPLIT FACE 5LOCC - FIELD COLOR 4' SMOOTH FACIE 134-.00K- FIELD COLOR CORDUROY BLOCK ACCENT M PROJECT OUT FROM FACE CP FIELD BLOCK 8' X8' SCORED SMOOTH STAINLESS STEEL' ANGLE AT SILL 6' SIC. FII -f -1`D STL - PAINTED YELLOW FACE BLOCK- FIELD WqENCY OVERFLOUL_._. COLOR RELIEF SCAR (2) THIN SET ACCENT 02 BRICK TYP. OF 3 — CORDUROY BI..00K CANOPY PLUS CLA661c IED (6NCP-32) ACCENT I PROJECT OUT FROM METAL ROOF: 5IERRIDGE~ CEE-LOCK i3TANDING SEAM FACE O'F FIELD BLOCK 4' SMOOTH FACE= PINNACLE BACK UNI -CLAD METAL WALL PANEL (Up1�ER PIOIy): COLOR: ALMOND BLOCK- FIFL.D CO METAL COPING: -CLAD COLOR: ALMOND FIELD COLOR (3) COUR$ES AT CORNICE) CAST STONE BULLNOSE 1. PAINT ALL EXPOWD METER% $ERVIr-E ENTRANCES, Cx,46 PIPING ETC. TO MATCH ADJACENT EXTERIOR WALL $USFACE 2. PROVIDE TEMPORARY MASKINGS OF EXPOSED $TAINLE66 STEEL -SPLIT FACE BLOCKDUR NGS ACID WA6H NC OF 1� MASONRY ACCENT 01 3. CORDUROY BLOCK TO PROJECT OUT FROM PACE OF FIELD BLOCK ® THE DEPTH OF RHE REVEAL. FIELD VERIFY EXACT DEPTH OF UVEAL. CORDUROY BLOCK 4. PROVIDE SOLID BLOCK AT THE END$ Cr- JAMM, SILLS AND ROWLOCKS. THERE~ $HALL BE NO EXPOSED MASONRY CELL.$. ACCPROJECT FROM OUT ACCENT 02 BRICK; TWO (2) UNITS OF STANDARD THIN SET BRICK, TO AMTC:H KLDON 611 VELOUR (WITH FACE OF FIE=LD BLOCK CAST STONE, 4' 5ULLNOSE BY EDWARD$ CAST STONE 11. 11.11.11K 1� r.■�� � �■�� ��� '.. * arr . .0 Q � 1111�11� � 11♦ 11111■ 11. .'S' � / ;11111111l1�111��111. Ill��ll1! J lllilllllllll i f� � � � 1 � CAST STONE BULLNC ELEVATION SCALE: 1/4" = V-0" �r n CORDUROY BLOCK ACCENT 01 PROJECT OUT FROM FACE OF FIELD 15LOCK PREFINIOWED MTL. COPING S' XS' SC RED SMOOTH PACE 5LOCK- FIELD COLOR MI ¢OR ALUMINUM FINISH AT 'Y' PORTION OF STEEL - 9L HIED AND IN$TALLi~D 5Y GLAZING CONTRACTOR. Gam. TO PROTECT CLOSUI;aE PIECE THROUGHOUT CONSTRUCTION. ALUM. s CLAW C UI�TAfN WALL V I' IN%L. CLEAR GLASS (TYP. AS %OWN) SKIT FACIE EJ-OCK - FIELD COLOR 4' SMOOTH FACE k31..00.K- FIELD COLOR ---- -- (3) COURSE$ AT CORNICE) 4' SMOOTH FACE 5L.00C- FIELD COLOR (2) THIN SET ACCENT *2 BRICK LIGHT FIXTURrz n �r A �r 01_01 FM. FLOOR 6' GONG. FILLED STL, / PIPE 5OLL.ARD _ f PAINTED YELLOW ALLF1. STORIEF NT WINDOW llV 1' CLEAR GLASS - ---� r LED LIGHTINCrt ' ,�a. 2'-�' , so 2'-0' , 6, 2'-0' 21-0" !. 6,. 2-01 1111111 1 11 11111!1 1111 i 11 ! !ll 11!!!1 i �-' CA$T $TOW BULLNOSE -v PROPMEP _j GAS METER LOCATION SPLIT FACE E3LOCiC ACCENT W (2) THIN SET ACCENT +°2 BRICK UNI -CLAD METAL WALT. s PANEL. COLOR: ALMOND PRIFINISHED MTL-. COPING CORDUROY 5LOCI6 ACCENT � a, XS' 6cO1wD SMOOTH S I°ROJlwCI OUT SROM FACE BLOCK- FIELD// FAC:E C7F FIEL�7 ISL C7CK I_ COLOR A -6 BTI . FAINT TO NOTE: TIE IN ROOF DRAINS TO STOW SMUIER SYSTEM MATCN=T STS ELEVATION SCALE: 1/4" 1 - Q FINISHED METAL CQPING UNI -CLAD, ALMOND RED AWNING 2 ON STEEL Ftp A-5 PAINTED , TTP. 1111111 ! ■ Iloilo a■'1■.ill ■ ■ ■.■■au ■.■■■■■ua ■.. .......... .... . ... ........ ------'-- - - ---------- - r ®�! 1 �►' �r�l�i�l�ll�r��i���� �� I 1 � ;1�' ter• �1I.1! r; 1�w111► Ci■�1wlllw�arr!lrrlll�l���=arm—LL 1 ���w1.11II11�r1Ul�rl!!11�111111�rlllw�11111�1�■1■�r�!!�l11�1lllrlrw �►:; wllwl�1111r�1�.lrrl�l� .�11�11111IrNt 1�w. ►7■ ! ...,..,. - r ---------._ . PROPOWD ELECTRIC $MIT FACE FLOCK - ACCENT 01 I"IETER LOCATION SPLIT FACIE 13LOC.K - FIELD COLON CART STONE 5ULLNOSE ELEVATION A SCALE: 1/4" = 1 --Q 4' eMOOTH PACE I3L.00K- FIELD COLOi¢ GLASS TYPE (TYPa SEE SCHEDULE - P10 -=FINISHED METAL COPE UNI -CLAD, ALM ON IREFIN10HED STANDING METAL 13ERROGE, DEEP - CORDUROY ESL ACCENT 0 PROJECT OJT FROM -FACE OF FIELD BLOCK S' XS' �D ??MOOT - FACE BLOCK- FIELt C:OLOP SPLIT FACE BLOCK - - ACCENT 9 ... FIN. FLOOR COLOR5 TO 5r= aPLIT PACE S' X 16' SPLIT FACE CMU FIELD 1k3LOCEK: COLOR TO MATC41 ANCHOR BLOC.K- 'SAWARA' +2� WITH 'SAHARA' MORTAR SMOOTH FACE 4' X IAD' SMOOTH FACE CMU FIELD BLOCK: S' X S' SCORED SMOOTH FACE CMU COLON TO MATCH ANCHOR MOCK - 'OCTOBER YELLOW' f,261 OND UNTH IOC:T05ER YELLOW"MORTAR ACCENT Of BLOCK: 6Q' X 16' SPLIT FACE CMU &I X lea' CORDUROY CMU SEAM COLOR TO MATCH ANCHOR MOCK - ROOF 'SADDL.E" S16 ICED W1114 15ADDLE" MORTAR MOCK CAST STONE BULLNOS FROM 6TOREFRONT: PFIG INDUSTRIES, INC. EXOTIC 15AWM 1' CLE;A TRU INSULATED GL.AS$ UNIT LGW 'E' RED, UC49*131XL I' CLlrAR INSULATED GLASS UNIT - LOW 'E' AUNINGS, THE A STRUP COMPANY — CORDUROY BI..00K CANOPY PLUS CLA661c IED (6NCP-32) UNI -CLAD METAL WALT. s PANEL. COLOR: ALMOND PRIFINISHED MTL-. COPING CORDUROY 5LOCI6 ACCENT � a, XS' 6cO1wD SMOOTH S I°ROJlwCI OUT SROM FACE BLOCK- FIELD// FAC:E C7F FIEL�7 ISL C7CK I_ COLOR A -6 BTI . FAINT TO NOTE: TIE IN ROOF DRAINS TO STOW SMUIER SYSTEM MATCN=T STS ELEVATION SCALE: 1/4" 1 - Q FINISHED METAL CQPING UNI -CLAD, ALMOND RED AWNING 2 ON STEEL Ftp A-5 PAINTED , TTP. 1111111 ! ■ Iloilo a■'1■.ill ■ ■ ■.■■au ■.■■■■■ua ■.. .......... .... . ... ........ ------'-- - - ---------- - r ®�! 1 �►' �r�l�i�l�ll�r��i���� �� I 1 � ;1�' ter• �1I.1! r; 1�w111► Ci■�1wlllw�arr!lrrlll�l���=arm—LL 1 ���w1.11II11�r1Ul�rl!!11�111111�rlllw�11111�1�■1■�r�!!�l11�1lllrlrw �►:; wllwl�1111r�1�.lrrl�l� .�11�11111IrNt 1�w. ►7■ ! ...,..,. - r ---------._ . PROPOWD ELECTRIC $MIT FACE FLOCK - ACCENT 01 I"IETER LOCATION SPLIT FACIE 13LOC.K - FIELD COLON CART STONE 5ULLNOSE ELEVATION A SCALE: 1/4" = 1 --Q 4' eMOOTH PACE I3L.00K- FIELD COLOi¢ GLASS TYPE (TYPa SEE SCHEDULE - P10 -=FINISHED METAL COPE UNI -CLAD, ALM ON IREFIN10HED STANDING METAL 13ERROGE, DEEP - CORDUROY ESL ACCENT 0 PROJECT OJT FROM -FACE OF FIELD BLOCK S' XS' �D ??MOOT - FACE BLOCK- FIELt C:OLOP SPLIT FACE BLOCK - - ACCENT 9 ... FIN. FLOOR COLOR5 TO 5r= aPLIT PACE S' X 16' SPLIT FACE CMU FIELD 1k3LOCEK: COLOR TO MATC41 ANCHOR BLOC.K- 'SAWARA' +2� WITH 'SAHARA' MORTAR SMOOTH FACE 4' X IAD' SMOOTH FACE CMU FIELD BLOCK: S' X S' SCORED SMOOTH FACE CMU COLON TO MATCH ANCHOR MOCK - 'OCTOBER YELLOW' f,261 OND UNTH IOC:T05ER YELLOW"MORTAR ACCENT Of BLOCK: 6Q' X 16' SPLIT FACE CMU &I X lea' CORDUROY CMU SEAM COLOR TO MATCH ANCHOR MOCK - ROOF 'SADDL.E" S16 ICED W1114 15ADDLE" MORTAR MOCK CAST STONE BULLNOS FROM 6TOREFRONT: PFIG INDUSTRIES, INC. EXOTIC 15AWM RED, UC49*131XL AUNINGS, THE A STRUP COMPANY — CORDUROY BI..00K CANOPY PLUS CLA661c IED (6NCP-32) ACCENT I PROJECT OUT FROM METAL ROOF: 5IERRIDGE~ CEE-LOCK i3TANDING SEAM FACE O'F FIELD BLOCK COLO: ®EEP �D PINNACLE BACK UNI -CLAD METAL WALL PANEL (Up1�ER PIOIy): COLOR: ALMOND SPLIT FACE I�,LOCK - METAL COPING: -CLAD COLOR: ALMOND FIELD COLOR CAST STONE BULLNOSE 1. PAINT ALL EXPOWD METER% $ERVIr-E ENTRANCES, Cx,46 PIPING ETC. TO MATCH ADJACENT EXTERIOR WALL $USFACE 2. PROVIDE TEMPORARY MASKINGS OF EXPOSED $TAINLE66 STEEL -SPLIT FACE BLOCKDUR NGS ACID WA6H NC OF 1� MASONRY ACCENT 01 3. CORDUROY BLOCK TO PROJECT OUT FROM PACE OF FIELD BLOCK THE DEPTH OF RHE REVEAL. FIELD VERIFY EXACT DEPTH OF UVEAL. FIN. FLOOR 4. PROVIDE SOLID BLOCK AT THE END$ Cr- JAMM, SILLS AND ROWLOCKS. THERE~ $HALL BE NO EXPOSED MASONRY CELL.$. ACCENT 02 BRICK; TWO (2) UNITS OF STANDARD THIN SET BRICK, TO AMTC:H KLDON 611 VELOUR (WITH SURROUNDING MORTAR TO MATCH) CAST STONE, 4' 5ULLNOSE BY EDWARD$ CAST STONE H PR01=1LE TYPE 5550, COLOR DC114 6TOREFRONT: PFIG INDUSTRIES, INC. EXOTIC 15AWM RED, UC49*131XL AUNINGS, THE A STRUP COMPANY — CORDUROY BI..00K CANOPY PLUS CLA661c IED (6NCP-32) ACCENT I PROJECT OUT FROM METAL ROOF: 5IERRIDGE~ CEE-LOCK i3TANDING SEAM FACE O'F FIELD BLOCK COLO: ®EEP �D PINNACLE BACK UNI -CLAD METAL WALL PANEL (Up1�ER PIOIy): COLOR: ALMOND SPLIT FACE I�,LOCK - METAL COPING: -CLAD COLOR: ALMOND FIELD COLOR CAST STONE BULLNOSE 1. PAINT ALL EXPOWD METER% $ERVIr-E ENTRANCES, Cx,46 PIPING ETC. TO MATCH ADJACENT EXTERIOR WALL $USFACE 2. PROVIDE TEMPORARY MASKINGS OF EXPOSED $TAINLE66 STEEL -SPLIT FACE BLOCKDUR NGS ACID WA6H NC OF 1� MASONRY ACCENT 01 3. CORDUROY BLOCK TO PROJECT OUT FROM PACE OF FIELD BLOCK THE DEPTH OF RHE REVEAL. FIELD VERIFY EXACT DEPTH OF UVEAL. FIN. FLOOR 4. PROVIDE SOLID BLOCK AT THE END$ Cr- JAMM, SILLS AND ROWLOCKS. THERE~ $HALL BE NO EXPOSED MASONRY CELL.$. FFLEPIN18HED METAL COPING ON TRIwATE~D WOOD BLOCKINIG t A'-1 n'-5 V2'AF.F. ~, Il' -4' AFX. TOP OF TRIM --�_ _ TOP OF DLOCK - RUN MEM5RME UP UNDER WPING � •9' u@ Y °US INTEL' APF' TORCH APPLIED LED LIGHT SYSTEM,- htMFIED BITUMEN Rocp SEE SHEETS E-4 .AND — ` ON 4" RIGIV IN3WLATION LED -1 (N.LC.) CONT. (2)2x LE R SES, STRUCTURAL PACK4CsE FOR ADDITIONAL 110. LED LIGHT SYSTEM. WOOD TRUSS SEE SHETET6 E-4 AND AT 24' OC. FOIL FACED WALL INSULATION 50 GYP. WALLBOARD TO 61 ABOVE CEILMCa FLUORESCENT FIXTURE BY HEWCsFWT AILd, NG P'tlR.. V -O' Ar -P. Z �- W30T. OF LINTEL SUSPENDED CEILING AUINING HOIRIZONTAL CWL ON 5'rEEL FRAt�1EE AT CEILING HEICiRT "vI ("CAL) 1 r-. all i-- �v- I' CLEAR NWLATED $T4�IT 4' CONC. SLAB ON GRANULAR FILL W/ 6 MIL VAPOR BARRIER, T'i't='. — GLUE DOIiA'1 CARPET AS WECIFEED b' CARPET BASIF (SEE DECOR DRAWW--6)-----\ FOIL FACED WALL INSULATION ,.- I_ _III - - .. —�� I I• ---i I I --i � I. �IiSl9° DtEROCiC OR III------� I �__-. MARINIp PLYWOOD FROM FIN. FLOOR TO 16' A.F.F. AT WINI a) 3 SE $TFIY-�L. DRAU M 53,1 FOR FOOTING DETAILS 5ECTION A- 5 SCALE . 3/4' - 1'-V' PF�EFIN18WED METAL C.OPIWs ON TREATED WOOD BLOCKING Tl' -5 V2' TOP OF TRIM LED LIC-iWT SYSTE`1. SEE SHEETS E-4 AND LED -1 (N.I.C.) LED LIGHT SYSTEM. SEE SHEETS E-4 AND LED -1 (N.I.O,J FLUORESCENT FIXTURE BY --�� AWNING MFR., AWNING ON STEEL FRAME (N.I.C.) OFF. WAND A -i a ` TOP OF BLOCK I .9.. f MEMBR-NE UP UNDER CopINs I� 'US INTEC' Atz'P TORCH APPLIED MOOtHE D 131TU14N ROOF (Cie -213-N) <N 4' RIGID INSULATION L--. WOOD TFZGISS --� - - CONT. (2) 2x I-EP0ER SETT 8TRt1CTURAL, PAC FOR ADDITIONAL INFO, FOIL. FACED WALL INSULATION TO STRUCTUW ABOVE t,0 GYP. UALLBOARD TO 6' ABOVE CEILIWs HEIGHT 13LOCKNG AT CEwILINCs E E*W (TYrICAL) r 6 1' CLEAR H ATED IN AL STOREFRONT 5 A-1 N Iv 0 N a. 1 ` Ni SEE STRUCTURAL DR4WW5 83.1 FOR FOOTIto D>;TAIL$ SUSFEWED CEILIW4 4' CONI. SLAB DAL CANULAR FILL W/ 6 MIL VAPOR BARRIER, TYP, -- GLUE DOWN CAfRKT Air SPECIFIED (,' CAIN SASE (SI�E DECOR DIRAW ) FOIL FACED WALE. INSULATION — 4�__— yi� �IL//Ci" "ROCK VIS. i I MARINE PLYWOOD FROM FIN. FLOOR TO 16' A.F.F. AT WINDOWS 2 5E GT I 0""N vCALrm , 3/4 E'-0' PREMNISWED MTAL COPING ON TREATED WOOL> BLOCKING - LEE? LIGHT SYSTEM. SEE SHEETS E-4 AND 4ED-1 (N.I.C.) LED LIGHT SYSTEM. SEE OWEIET6 E-4 AND LED -I (N.I.Cd HORIZONTAL MASSONRY 81=11 TENT AT 16'O.C. VERT. (T ypP ). ---- 4' SMOOTH FACE BLOCK (SEE SET A-4) VERT. MW-ORCNG 815E 6TRUCTUIRAL DRAWW-6 CAST STONE BULLMOSE Nmt SEE STATURAL DRAWING 83.1 FOR FOOTING DETAILS 5ECTION SCALE , 3/4" x 1'-o' RUN MEME3RAW UP UNDER COPINCx 4"x4' CW $TRIP (TYP) 'US ENTEC' APP TORCH APPLIED FOIL FACED WALL INSULATION INJ®TE ALL EXTERIOR MASONRY WALLS TO RECEIVE 7/8" METAL HAT CHANNELS (U.N.O.) AT 16" O.C. MAX, WITH VR PLUS SHIELD, HI --PERM REFLECTIVE INSULATION ON TOP, AS MANUFACTURED BY "FI -FOIL" - TELEPHONE: (800) 448--3401 OBTAIN AND FOLLOW INSTALLATION SHEET FROM MANUFACTURER. INSTALL INSULATION FROM FLOOR TO STRUCTURE ABOVE AND TAPE AS REQUIRED, NOTA: INSULATION HAS CLASS -'A' RATING, 'R' VALUE = 7.0. FLAME SPREAD RATING = 20.0, SMOKE DEVELOPED RATING = 10.0 PFREFINIS,H50 METAL COPING ON TREAMD WOOD 5LOCKING -- 1l'-£ 1/2' Aff, TOP OF TRIM LED LIGWT 6Y6TrEM. SEE SHEETS E-4 AND LA=D -1 (NIC.) LED LIGHT 6Y -STEM. SEE 6WEF_TS E-4 AND LED-] (N -I -C) FLUOR-gCEENT FIXTURE BY ----� AUNM MFR.. Al 9'-0' A.F.F. AUNING ON STEEL FRAME (N.I.Ca I_. CD 00 OFF. NAND of I A -p1 TOP OF BLOCK 11 A-1 RUN MEMBRANE IUP UNDER COPING 4W'CANT $TRIP (rfF) "u6 INTEC' API'' TORCH APPLIED MODIFIED OITUIN ROCF (445-25-14) ON 4' RIGID INSULATION DONT. (2) 2x LED6ZR OM 6TRJCTU'RAL PACKAGE FOR ADDITIONAL 114. - WV GYP. WAWWARD TO 6' A150VE CEILING HEIGHT BL00*4 AT CEIL[Wi HEIGHT (TYPICAL) I' CLEAR INaIlLATED sT�1T�`' 4"x4' CANT $MP (TY10) CONT. (2) 2x LAR SEE 6TR4GTURAL PACKAGE FOR ADDITIONAL ItfO. - - HORIZONTAL MASONW nINFORIENT AT IV0.C. VERT, (TYPa. ------ ---� SUSPENDED CEILING 4' CONC. $LA15 ON GRANULAR FILL V 6 MIL VAPOR BARRIER, TYP. — GLUE DOWN CARPET AS SPECIPIED 6' CARPET BASE (SEE DECOR DRA W46) � _ �Id M i i I,% VERT. REIWORCING 6EE 6TRUCTURAL. DRAUkIW$ ---- - V CMU BLOCK a/S' G'rP. WALLBOARD TO 6' ABOVE CEILWI wa*wT I _-� 5ECTION --)r2 r2 SCALE : 3/4' m 1'-0' R-30 BATT IN0ULATION 8ETWEEN ROOF JO WS PINNACLE FRAMMG (°.M 6TRUGTURAL DRAWWA$ FOR 81ZE6 AND DETAILS) 5/S' GYP. WALLBOARD IxrlI TO 3TiRlJ=n ABOVE 11'-2 V2' A.F.F. TOP QF BLOCK Ni 6EE 6TRUCTU RAL PRAWW5 33J FOR FOOTING DETAILS METAL NAT CNANNSL6 AT I6' O.C. WITH FOIL FACED VAPOR 5AleRICR BEEN TO STRUCTURE ABOVE LED LICxWT �iY3T�M. AbOVIE LEVEL ADJACENT ROOF SEE SHEETS E-4 AND L�-1 lN.l GJ 5/3' GYP. WALLBOARD TO STRUCTUM ABOVE METAL NAT CHANNELS AT ICS' O.C. TO 6TR.ICTURE ABOVE LED LIGHT 3iSTr=M. 6F_rz SHEETS E-4 ANG LED -1 (N.I,C.) SEE 6TRUGTURAL DRAWING $3.1 FOR FOOTING DETAILS H2 SECTION fi `" 5 $CALIF s 3/4' - 1'-0' FOIL FACED WALL INSULATION NOTE: ALL EXTERIOR MASONRY WALLS TO ;RECEIVE 7/8" METAL NAT CHANNELS (U.N.O.) AT 16' O.C. MAX, WITH VR PLUS SHIELD, "HI -PERM REFLECTIVE INSULATION ON TOP, ''AS MANUFACTURED BY, -FI -FOIL'% - TELEPHONE: (800) 448-3401 OBTAIN AND FOLLOW INSTALLATION SHEET FROM MANUFACTURER. INSTALL INSULATION FROM FLOOR TO STRUCTURE ABOVE AND TAPE AS REQUIRED. NOTE: INSULATION ''HAS CLASS °A"RATING, 'R' VALUE = 7.0. FLAME SPREAD RATING = 20 .0, SMOKE DEVELOPED RATING = 10.0 O LJ J OD \ N 500 4 o a CD M a - f 0 MY A ml LO o w 0� ♦ r� o 4 ml 30'x45' CLEAR FLOOR V AREA, REQUIRED V CENTERED ON SINK D15P. 60' CLEAR61 IµAR PAPER TOWL �s 33' CLEAR 30' CLEAR I/2' GL OWNER SUPPLIED FIN51H TO FNI5H. FIN_ TO FIN. FIN, TO FIN. FINSIH TO FINISH r - i -- - - 34' DOOR I I — 8 f - - �----A-~;-7a jA-10� , EN a� � r� s A I" --- - __�ILL A � u 4 c V MIN.to qi 'ZM FF 30°x46' CLEAR FLUOR AREA REQUIlRED PAPER TGU*L 8` t CENTERED ON URINAL OWNER 6UPPLIEV _... WMEN 1 �l RE6TRCOM_ NOTE: DIMEN61ON5 INDICATED A5 FINISH ARE TO FACE OF GYP. DD. I. CONTRACTOR TO PR®VIDE OLOCKING-a FOR ACCE6WRY A. GRAB 5AR - 30', 3h' OR 42' AS SHOWN ON PLAN MOUNTING A5 REQUIRED. I_ ACCEPTAPL.E PRODUCTS: A_ BOBRICK £3-550 B. MIRROR - 15V x 30>'N WITH TEMPERED GLASS 2. ALL PIPES UNDER LAVATORY SHALL BE INSULATED, I. ACCEPTABLE PRODUCTS: INSULATION TO BE 1/2' THICK 'AERO'tU51 BY A. B05RI K 5-2W JOINS -MANVILLE OR,EGHJAL. C. SOAP DISPENSER - SUFACE MOUNTED PROVIDED 13T G NER AND INSTALLED 13Y G.C. 3. ALL TOILET ACCT 50IRT FINISHE5 TO DIµ SATIN D. SANITARY NAPKIN RECEPTACLE - SUWAGE MOUNTEL? $TAINLEae STEEL. 1. ACCEPTABLE PRODUCT5: A_ E505RICK B-210 4. RESTROOM DE51GN TO MEET 115C 1210.1 AND 12102 AND COMPLY WITH IGC/ANSI 111.1, MW OVERT EAD BRACE FOR PARTITIONS BEYOND OVERHEAD ISI;F.ACE FOR PARTITION$ BETONP --- I Y� L E VA T I ON v .1._-- 5C;ALE : 1/4,1 -0" u AFF. E_ PLASTIC LAM, PARTITION$ I. ACCEPTABLE PROPUCT5: A. 505RICK TRIMLINE SERIES, FLOOR MOUNTED OVERHEAD 5R4CI*D, 01032 PROVIDE ALL APPLIGA15LE HARDWARE INCL.UDIWa COAT 4-It,OOK AND DOOR STOP AT EACH :DOOR F. TOILET'PAPER €)ISPEt*EF - 6L4F4-AGE MC7i,NT D 1. AGGEPTAE3LE PRODUCTS: A. 50115RIGK S -2 0W NOTE: TOWEL DISPEL 5ER5 AND TRASH CANS PROVIDED 5Y BIER INSTALLED BY BUILDER, PAPER TOWEL DI5PENDER TO PROJECT LES5 THAN 4' INTO ROOM. FIELD LOCATE PAPIER TOWEL DMFEN05ER6 COORDINATE WITH OWNER'5 CON57RUCTION REPRESENTATIVE OWNER 5UPPL IED PAPER TOWEL D15P E -L E VAT I ON f 4ELEVATION \ C.J \?A LE 1/4° 1,-r0, � / SC-4LE . 114'.-. ii END OF URINAL II PARTITION ii TO 5ECUIRE t� TO CEILING s, �� \EL ► I �ELFVATICN r54' MIN. 36' MIN. 6• 12*f 42' MIN. 12' MIN. MAX. 36' MAX_ SANITARY NAPKIN REGE TACL.E Li 60 ,�—� ° ° e�► _ Tei 1 TOILET PA4 Ep, lg° DISPENSER MIN. NOTE: DIMEN51ON5 TYP, OF W -0—w FLOOR d WALL MOUNT W.C. Thr ICAL WATER LT DETAIL5 LEVATION_ 0� 1/4 m PFICtIff TYPICAL UF'INAI, IDETAIL5 2L 8' MIN.6'MAX. WTOE CLEAPANCE f CEILING IN 5ERYICE AND KITCHEN f- 5OTTOM OF 5 LKHEAD OUTLET FOR 6AFE ----- f SAF FASTENED TO SLA5---\ BY G.C. (HARDWAW BY 5AFE VENDM TILE COVE ..r3ASE TO MATCH -- -- KITCHEN TILE E_ PLASTIC LAM, PARTITION$ I. ACCEPTABLE PROPUCT5: A. 505RICK TRIMLINE SERIES, FLOOR MOUNTED OVERHEAD 5R4CI*D, 01032 PROVIDE ALL APPLIGA15LE HARDWARE INCL.UDIWa COAT 4-It,OOK AND DOOR STOP AT EACH :DOOR F. TOILET'PAPER €)ISPEt*EF - 6L4F4-AGE MC7i,NT D 1. AGGEPTAE3LE PRODUCTS: A. 50115RIGK S -2 0W NOTE: TOWEL DISPEL 5ER5 AND TRASH CANS PROVIDED 5Y BIER INSTALLED BY BUILDER, PAPER TOWEL DI5PENDER TO PROJECT LES5 THAN 4' INTO ROOM. FIELD LOCATE PAPIER TOWEL DMFEN05ER6 COORDINATE WITH OWNER'5 CON57RUCTION REPRESENTATIVE OWNER 5UPPL IED PAPER TOWEL D15P E -L E VAT I ON f 4ELEVATION \ C.J \?A LE 1/4° 1,-r0, � / SC-4LE . 114'.-. ii END OF URINAL II PARTITION ii TO 5ECUIRE t� TO CEILING s, �� \EL ► I �ELFVATICN r54' MIN. 36' MIN. 6• 12*f 42' MIN. 12' MIN. MAX. 36' MAX_ SANITARY NAPKIN REGE TACL.E Li 60 ,�—� ° ° e�► _ Tei 1 TOILET PA4 Ep, lg° DISPENSER MIN. NOTE: DIMEN51ON5 TYP, OF W -0—w FLOOR d WALL MOUNT W.C. Thr ICAL WATER LT DETAIL5 LEVATION_ 0� 1/4 m PFICtIff TYPICAL UF'INAI, IDETAIL5 2L 8' MIN.6'MAX. WTOE CLEAPANCE f CEILING IN 5ERYICE AND KITCHEN f- 5OTTOM OF 5 LKHEAD GIUIKSERv MODEL CHF -25' _.__._........- ___-- HEATED- CLR AIR CURTAIN FOR COLD WEATHER AREAS, VERIFY WITH OWNER'S CONSTRICTION REFTZE5ENTATIVE, MOUNT BTM AT TOP OF DRIVE-THRU WINDOW OPERABLE 51DE: SOAP AND PAPER TOUEL DI5P. 5' 1N. T TYFICAL I AVATCRY DETAIL5 V-0' AFF, J -50X W1 PULL STRING _-- - ._______.._.._... MONITORS (BRACKET AT-- (92' AFF.)- 5RACKET SUPPLIED -- 5Y OWNER; INSTALLER SY G.C. 2' X 36' AUTO OPENER PHONP JACK ---- - 6-15- COUNTER BY K-E.S. COUNTER ELEVATION ....... ..-. .... ... ....,... .. FIN a � TAYLOR t t t t� `. C�ISTEt C ,-ti =CUT OUT l----------- J t t r .� i °vGz44Ai r i r- ------------ r t REGISTER -t --- �I F_ L + '� I _L------- --- mi A, VIDE - 1*411 r� - CORNELIUS DRINK --- DiSPEN$ER w fH ICE TOWER. -- GCyFFEE -- n of ICED; -1,;TEA; ! fF J NAND SINK uUPPLIED BY KEZ_ AINE i / 1—TAtl �E &TAND 3/4' CONDUITS FOR DATA AND uC-4AL.E : 1/2° POTHER FOR DELPHI DRIVE-THM TIMER 3/4' C 4NDUIT -FOR DELFHI SYSTEM. 9'-0" AFF_ I; -.._.._CORWR GUARD _ t f tI MONITORS UINPO Di.fIK�iERVE DRIVE-THRU ' ! � IU i ! ! �. _.......(13F�AGKET AT 62' AFF..) F1NI5! [ SR, T SUPPLIED STAINi E,55 STEEL ------15Y 11 OWNER IITA(.LED WINDOW SILL ,� S f 131 G.C. I / 5.5. COUNTER `` I { i BY KE.6_ iJANDOtI) II OUTLETS AND ; Imo__._-....} PHONE COUNTER 5Y BY 5EE a1 E T5 iE-2 AND K.E.5. -----E-3 FOR ADDITIONAL 11WORMATION r a i m C LI tr � m c I I1 f 4' -i$ 4' -2j' r ROUTE LOOP LEAD-IN GABLE THRU PVC FIFE TO J-5 OX FOR DELP4JI �a75T1~d'1 `lam I -THULEATIC SP v L A TI ON K_'__5/ 5C.41LE.�, 1/?�' � » INTERIOR ELEVATION m ;,` _ _ T zw, Q ION cv OPEN TO .LOBBY `4�-II' 3j, 2' 3° 1'-3' 3,-11• 31 2,-4, CASH CA5N 1REGI5TER REG15TER POS OUTLETS, SEE c, c POWER PLAN — \ry _� Lfto I _- - 36, SHELF UNIT Ic � (4' 5%wt 1` UNIII, r w t 't LF UNIT ( � 24° 5t-!F_Lr- UNIT I n 5Y E.S.I3Y_ _ S 1 l j BY K E.. \-PWONE JACK 1 ILI 0 �'-3' FINISd-i GIUIKSERv MODEL CHF -25' _.__._........- ___-- HEATED- CLR AIR CURTAIN FOR COLD WEATHER AREAS, VERIFY WITH OWNER'S CONSTRICTION REFTZE5ENTATIVE, MOUNT BTM AT TOP OF DRIVE-THRU WINDOW OPERABLE 51DE: SOAP AND PAPER TOUEL DI5P. 5' 1N. T TYFICAL I AVATCRY DETAIL5 V-0' AFF, J -50X W1 PULL STRING _-- - ._______.._.._... MONITORS (BRACKET AT-- (92' AFF.)- 5RACKET SUPPLIED -- 5Y OWNER; INSTALLER SY G.C. 2' X 36' AUTO OPENER PHONP JACK ---- - 6-15- COUNTER BY K-E.S. COUNTER ELEVATION ....... ..-. .... ... ....,... .. FIN a � TAYLOR t t t t� `. C�ISTEt C ,-ti =CUT OUT l----------- J t t r .� i °vGz44Ai r i r- ------------ r t REGISTER -t --- �I F_ L + '� I _L------- --- mi A, VIDE - 1*411 r� - CORNELIUS DRINK --- DiSPEN$ER w fH ICE TOWER. -- GCyFFEE -- n of ICED; -1,;TEA; ! fF J NAND SINK uUPPLIED BY KEZ_ AINE i / 1—TAtl �E &TAND 3/4' CONDUITS FOR DATA AND uC-4AL.E : 1/2° POTHER FOR DELPHI DRIVE-THM TIMER 3/4' C 4NDUIT -FOR DELFHI SYSTEM. 9'-0" AFF_ I; -.._.._CORWR GUARD _ t f tI MONITORS UINPO Di.fIK�iERVE DRIVE-THRU ' ! � IU i ! ! �. _.......(13F�AGKET AT 62' AFF..) F1NI5! [ SR, T SUPPLIED STAINi E,55 STEEL ------15Y 11 OWNER IITA(.LED WINDOW SILL ,� S f 131 G.C. I / 5.5. COUNTER `` I { i BY KE.6_ iJANDOtI) II OUTLETS AND ; Imo__._-....} PHONE COUNTER 5Y BY 5EE a1 E T5 iE-2 AND K.E.5. -----E-3 FOR ADDITIONAL 11WORMATION r a i m C LI tr � m c I I1 f 4' -i$ 4' -2j' r ROUTE LOOP LEAD-IN GABLE THRU PVC FIFE TO J-5 OX FOR DELP4JI �a75T1~d'1 `lam I -THULEATIC SP v L A TI ON K_'__5/ 5C.41LE.�, 1/?�' � » INTERIOR ELEVATION m ;,` _ _ T zw, Q ION « 4-J Jc: 0 J -c �// cf) 'p, �14 C) (D CD ELECTRIC MTER ,WFRFACE HOUNTEP VORAGE CABINET (13.0) 5TM. AT 4'-6' 'Aff. EQUIFtIENT ..LAN I_ COUNTER TOP EQUIPMENT $HALL 5E ON 4' HIGH LEG&, SEALED 'TO COUNTER, OR PORTABLE. 2. FLOOR MOUNTED EQUIPMENT SHALL E3E ON ra' HIGH LEGS, ON CA5TER5, OR SEALED TO FLOOR. 3, EQUIPMENT NOT ON CATERS $HALL DE 5EALEID TO THE WALL AND/OR THE ADJOINING EQUIPMENT, OR PROVIDE $PAC£ TO FACILITATE CLEANING. 4. ALL KITCHEN EQUIPMENT 15 OF COMMERCIAL G2UAL.ITY, PURA13LE AND EA51L.Y CLEANED. EVERY ITEM 15 NATIONAL SANITATION FOUNDATION (NSF) APPROYED OR EQUAL. ALL FOOD PREP TAIBLE$ ARE STAINLESS STEEL„. PLASTIC LAMINATE 5URFACE5 ARE NOT TO USED FOR DIRECT FOOD CONTACT. 5. THE WASTE OUTLET FOR EQUIPMENT DRAINING INTO FLOOR SINKS 51 -TALL TERMINATE AT LEAST 2' A50VE THE FLOOD RIM OF $UCH FLOOR 61NK OR RECEPTOR. INDIRECT WASTE f*IPINCa SHALL_ BE .INSTAL.LFD AS TO PERMIT READY ACCESS FOR FLUSHING AND CLEANING, 1c,. ALL F0 D $ERVICE EQUIPMENT SHALT. 5E iNaTALLEP IN ACCORDANCE WITH THE, 5TANDARD5 AND PROCEDURES A5,5ET FORTH 5Y NSF. THE5E PROCEDURES ARE ILLUSTRATED IN THE INSTALLATION MANUAL FOR FOOD SERVICE EQUIPM- IENT DEVELOPED 13i NSF. ALL SPLASH 13LOCK5 SHALL 5E 3' AWAY FROM ADJACENT WALLS TO AVOID ANY DARK ENCLOSED AREAS OR 5PLA5H 51-OCK5 $HALL 5E 5EALED TO THE WALL WITH AN APPROVED SILICONE OR SIMILAR CAULKING MATERIAL. ALL SHELVING OR SANITARY STORAGE RACKS SHALL 15E LOCATED A MINIMUM OF 15' AEOYE THE FLOOR AND SHALL 5E 1 1/2' TO 2' FROM ADJACENT WALL5 TO AID IN CLEANADIL.ITY. T. USE A 6' DIAMETER SCHEDULE 40 P.Y.C. CHASE A50VE CEILING WITH 45 SWEEPS. 8. LOCATION OF CHASE NOTED ON "SHEET Eek -1. EXACT LOCATION TO OE COORDINATED MTWEEN CONTRACTOR AND DRINK INSTALLER. 9. PLU 13173 CONTRACTOR TO IN5TALL MANIFOLD FOR OVENS 10. PROVIDE 2x2 FULL. WEIG14T 5TAINLES5 STEEL CORNER GUARD, ON ALL OUTSIDE GOi;a41"RS AT KITCHEN. IN rn Q w �1 J o � r- o���Lo �J ❑ 7 aLyUJff) r �'� ID ol �� n+ � a LL� CD ' W Q Ofd CJ a; v- L1 V L ca CJ J Z r a O [� Q � Q � W ��•.0 _%LJ d uJ_ L�1 WC}'7 Cy !J �.. (:? W Cr � � -L W W w0 L = tC� V Fy W W CL FK Lj.J < © v'tJ W D Q Q.. LLJ LL C � W >~ O t� [n i Lop,�w cC r <c J j CC —� Z �� (� LA U> LTJ iY -- — — -- -- L jJ L) p C7 L azi •- Ez =`r J w �1 J o � r- o���Lo aLyUJff) r �'� ID ol �� n+ � a LL� J n+ � CJ a; v- L1 �� V CD [V U n r - i V) PROVIDE 'K' CLA&S FIRE EXTINGUISHERS WITHIN 30' OF COOKING HAZARD A5 REOUIREP 5Y CODE. Q � IV),V) ��I ƒ� � ml rn I -- 4D 0 I I I I I I I r r I I I 1 r -----------------i l I I I I I I I C k I { I i I I L----------------- J r -------------------r i I i f I I I f I I I I I I 1 I L ----------------J CL051Et ))rJ r------------------� I I I I 1 1 I I NOTE: ALL WALKING SURFACES TO HAVE SLIP RESISTANT WRIVACE AND BE SECURELY ATTACKED TO SUSFLOOR. C14ANGI=5 IN THE FLOOR ELEVATION SHALL NOT EXCEED 1/4'. FLOOR FIN15KE5_SKALL COMPLY WITH MSC NSECTION 1003.4 AND ICG/ANSI 111.1, 1595 5ECTION 302.1 NOTE: ALL INTERIOR FINI514E5-SHALL COMPLY WITH MSG SECTION W3 AND TABLE 503.5 NOTE., SEE DECOR PACKAGE FOR EXTENT OF FIN15KE5 AND BUILT -iN ITEMS ALL FLOOR GROUT TO SE EPDXY TYPE 5EE DETAIL 4/A-1 FOR CARPET/TILE TRANSITION DETAIL. 6LE DECOR DRAWINGS FOR APPLICABLE LOCATIONS. ! I i I I I f 1 1 1 I 1 I I z)EATING FL/ZAAN PIN15H &GHEF,>ULE i 0O ROOM TITLE FLOORS BASE$ WALLS GLG'S CLT DOOR5 FRAMES TRIMS REMARKS 101 DINIw-1 I ) 102 LCi3DY 2 115 (0 IS 9'-6' 03 6FzRVICE AREA 3 $ F -F'6 V.0a 104 VESTIBULE 2 7 10 15 9'-62 100 HALL Pi IVE TWRU 2 IPJ 18 9'-S" Wi, 01 3 - S 12 16 - 3 8 12 _ !(o 9'-0' M MMAGERS AREA 3 3 12 16 9'-0' h99 PRY STORAGE 3 $ )2 16 9'-�' NO FRP ON EXPOSED COOLER, PROVIDE TILE 305E AT ALL �' SiDES 110 UTILITY 3 8 )2 t6 9'-0' 111 FREEZER r ER MAtWACTIIIRER -USA Bf;ZP- i�1 112 CCCLER--F-FPER MAZ ER — WA SROM 113 W� HEN 2 2 13 15 51=0' m 20 CEILING PAINT TO BEE EMI -GLOSS 114 MEN 2 2 13 15 8'-0. 19 20 CEILING PAINT TO 1317 SEMI-GLOBv 15 CLOSET 2 1 12 16 9'-0. 19 2O ASA FoR 411GI-1 (;)4A1R5 -1 13 CE1LlW; PAINT TO C -E SEMI-GLO$5 ROO1'"''1 1=1N151---1 6CHMDULE NOTE 5 FLOORS: 1. CARPET - SEE DECOR DUr35 2. CERAMIC TILT - SEE DECOR DUGS 3. QUARRY TILL* - '5URE STEP' RED Q-30, GROUT CHARCOAL BASE.- `1. CHRMIC TILE - SEE DECOR DUBS 8. QUARRY TILE - 'SURE STEP' REP Q-30, GROUT CHARCOAL ILIAL 10. WALL COVERING - SEE DECOR DUrA5 I). PAINT - WHITE 12. FRP - COLOR: U41TE 5Y MAR -ITE CORP. 13, TILE - SEE DECOR DU)35 G ILII._NG_ �. 15. ACOUSTICAL TILE - AR1'15TRONG 01114 2X2X3/4' ANGLED TEGULAR DUNE HUMIGUARD GRID; 15/16' 16. VINYL FACED TILE - U.5. GYPSUM VINYL FACED STIPPLE SHELL-5QUARE EDGE. 11. 2-LAYTR5 5/D' F.R. GYP. BD. PAINTED. 15. I LAYER OF 1/2' GYP. 5D ON 2X5 WOQQ CEILING J01 -5T5 (PAINTED) L700R5 e FRAMES: NOTE: WALLS IN KITCHEN WITH 'DRICK' TILE TO DE.- n. E:19. PLASTIC LAM, 5ENFCA TILE INC., UNGLAZED QUARRY 3'X6' 20, PAINT SCARLET/FLASHED 5LEND SEI= DECOR DR4WIW-;S FOR MANIJFACTURi;R NATIONAL ACCOUNT$ CcNTACT IN>yCjl`d"iATION i=URNITURE 5C�4EPULE I 0 4 24' X 214' TA51-F- WITH CHAIRS aro' X aro' TABLE WITH CHAIR5 42' 1300TH WITH 22' X 42' TA51-EE TOP 42' X 22' TA5LE WITH CHAIRS 42' 800TH ON ONE 51DE WITH 22' X 42" TABLE TOP AND CHAIRS OPPOSITE $Vrz BANGV TTE 5E'ATING ON ONE SIDE /�� WITH TABLES AND CHAIR5 OPP051TE 51DE 6 I SEE DECOR DRAWIN-i5 FOR SIZES r -i r ---i U a. o C a LL_. W C Q V / W U F- 7I-nll 7d'_G 11AII a a.i,1" ul 1) ti,r" In -f 7,A" ROOF FASTENING PLAN ZONE I: FASTEN ROOF SHEATHING TO TRUSSES w/ ad NAILS 1@ 6" o.c. AT PANEL EDGES AND ad NAILS to 12" o.c. AT INTERMEDIATE SUPPORTS. ZONE 2: FASTEN ROOF SHEATHING TO TRU55E5 w/ 8d NAILS m 6" o.c. AT PANEL EDGES AND 8d NAILS to 6" o.c. AT INTERMEDIATE SUPPORTS. ZONE 3: FASTEN ROOF SHEATHING TO TRUSSES w/ 8d NAILS m 4" o.c. AT PANEL EDGES AND 8d NAILS m 6" o.c. AT INTERMEDIATE SUPPORTS, L NET UPLIFT WIND PRESSURES TRIB. AREA (FT -2) ZONE 1 ZONE 2 ZONE 3 INTERIOR PERIMETER CORNERS 10 26 44 65 20 25 39 54 50 24 33 313 100 23 28 25 PRE-ENGINEERED WOOD TRU55 NOTE: ROOF TRUSSES TO 5E PRE-ENGINEERED LUOOD TRU55E5 AT 24" o.c., U.N.O. (DL = 20 P5F, LL = 20 P5F). DEFLECTION MAX = TL/360. MANUFACTURER SHALL PROVIDE ALL CONNECTIONS, ERECTION BRACING, BRIDGING, ETC. FOR A COMPLETE ROOFING SYSTEM. TRUSS LAYOUT SHOWN 15 SCHEMATIC. FINAL LAYOUT MAY VARY FROM TH15 DRAIUING. FINAL TRUSS SIZES AND LAYOUT SHALL IBE DESIGNED AND SIGNED AND SEALED 5Y A LICENSED FLORIDA ENGINEER. ROOF FRAMING NOTES 1. SEE NET UPL IFT PLAN ON S2.1 2. SEE FDN. PLAN FOR DIMENSIONS 3. SEE CMU LEGEND FOR TOP OF MA50NRY ELEVATIONS 4. COORDINATE ALL RTU AND ROOF PENETRATIONS w/ ARCH. 4 MECH, 5 ROOF SLOPE - 1/4" PER 1'-0 6• PROVIDE 2'-6" x 2'-6" TIE BEAM CORNER f3AR5 AT ALL CORNERS AND INTERSECTIONS (MATCH REINF. 5ARS) -i. ROOF SHEATHING TO 5E 5/8" EXTERIOR GRADE PLYWOOD - SEE ROOF FASTENING PLAN ON 52.1 TOS' OF MASONRY LEGEND :enter for tructure5, 1c. 5706 S. MaeDill Ave. Tampa, FL 33611 813--835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 C©] U0 IL 0N DOO OQG� N / M I- -j dam F- Ld ' ama 00� V)0)z� L� L'J 0) 'X a�g L Q Q � � � � � n r a/ CD) ¥2 u 0P\ o P4 « §o® 1,4 / � I F TRUSS ` E-POUJN CONNECTOR SCHEDULE (SIMPSON STRONG -TIE) TYPE REMARK$ UPLIFT CAPACITY (UN.O.) C: L I MT520 TYPICAL TRUSS STRAP AT 1,000 LBS. TRU55 BEARING LE;GER HU f TYPICAL TRUSS HANGER (UPSIDEDOWN) AT TRU55 UPLIFT LEDGER 480 LBS. L5TA24 TYPICAL STRAP TIE AT 1,235 L.55. RAFTERS (TENSION) A23 TYPICAL, FRAMING ANGLE AT 485 I_f35. RAFTERS / RIDGE BEAM (LATERAL) H3 TYPICAL- HURRICANE TIE AT TOP PLATE 455 LBS SPI TYPICAL STUD PLATE TIE AT 585 LBS. TOP AND BOT. PLATE NOTE: THE CONTRACTOR SHALL VERIFY THAT THE TIE-DOWN5 L15TI=p ABOVE MEET THE UPLIFT REACTIONS 5HOWN ON THE TRU55 SHOP DRAWINGS. IF THE UPLIFT REACTIONS DIFFER FROM WHAT 15 LISTED A50VE THEN THE CONTRACTOR SHALL IN5TALL TIE-DOWN5 WHOSE UPLIFT CAPACITY 15 EQUAL TO OR GREATER THAN SHOWN ON THE SHOP DRAWINGS. L U LL C: L I 4 L 4 v LLQ W U I 00 N n 0�Lo Citi o-� wu)� � o °° U F... n n�� CONCRETE 5LAF3-ON-GRAPE WWF CUT ALTERNATE WIRE5 ALONG 5AWCUT LINE NOTE: SAWED JOINT SHALL PE 5AWCUT WITHIN 12 HRS. OF CONCRETE PLACEMENT 1� 5ECTI®N 5CALE: 1" I'-0" 4" SLA5 _ x x--x-;-x W.W.F. KEYWAY ., SPLICE LENGTH µ „ 6 & SMALLER - 3000 --x x x x x x= _ 6 58 -:BAR � 6 & SMALLER 4000 TO BE U5ED BY THE CONTRACTOR BETWEEN POURS _ 50 BAR 1 � Ci"I®N 2 -"*N SECTION 4 SCALE: 1" = 1'-�" g,�,.j SCALE: P = 1'-0" LARGER 5/8" EXT. GRADE PLYWOOD PSI \ 2 x 8 RAPTER6 DIAMETERS 5EYOND 7 \\ LARGER \\ \ (l) P.T. 2 x S M w/ \ 411 \\ (2) 5/8" � A.P. w PENT iE DIAMETERS \ BENT fR & x & x 1/2 x S" \\ \ WELD TO T.S. FRAME AND \ T5 (o x 2 x 3/8 \\ \ BOLT THF -RU TOP iE \ (TYP. EACH 61DE) \ \ fE 1/2 x S x 8 \ 11'-5 1/2" w/ (2) 3/4" P A.5. I I 5LA5 ON GRADE / / T.O. PLATE T5ro x2 x3/S a COORD. w/ ARCH. 1rORM AND POUR A5 ' a :..;o REQ'D. w/ (2) 05 CONT.11-011 (2) #5 CONT. / / ZdN 4�4 IJ f . K.O. BLOCK w/ (1) "5 CONT. (GROUT 50LID) 3 v r=CTION Sr= CT I ON SGALE: 3/4" = I'- D" 54.j SCALE: I" = 1'-011 L STRUCTURAL GENERAL NOTES DESIGN CRITERIA Building' Code-.,, Florida 'Building 'Code, ', 2004' Edition 1w/ ;'2006 Supplements 2.''Desigh Live Load: Roof = 20 PSF (trib area = 0 - 200 SF) PER CODE (trib area = 201 - 600 SF) 12 PSF (trib area = > 600 SF) 3 Design Dead Loads: Roof= 18 PSF 4. Desi n "Wind "velocity'_="' 120 MPH -,` 9 -_ 5. Wind Importance Factor = 1.0, Building Category II 6. Wind Exposure Category B 7. Internal Pressure Coefficient (GCpi) _ (+/-) 0.18 8. Wind Pressures at Exterior Openings: Doors = (+/-) 45 PSF Windows = (+/-) 40 PSF 9. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discrepancies or omissions found in the contract document. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Poured in Place Concrete: a) Proposed concrete mix design in accordance with ACI 301 Chapter 3. b) Detailed shop drawings of reinforcing bars showing number, size, and location. c) Formwork and shoring drawings as required by the Florida Threshold Law. 3. Concrete Masonry Units: a) Detailed shop drawings of reinforcing bars showing number, size, and location. b) Type of units and compression test results. 4-. ,,Structural ;Steel: Detailed shop drawings showing all member sizes, welds, bolts; connection details, layout, etc, as required to fabricate and erect the steel framing. 5. Pre -Engineered Wood Trusses: 1 Detailed shop drawings showing layout, bridging, connection - details, and all accessory materials. Calculations signed and sealed by a licensed Florida engineer. SITE WORK . - - 41. The -assumed design' soil '' bedring pressure 2000 PSF rt 2. A soil investigation has not been completed. A reports investigation will be done for this project, if the results of this report differ from the assumption a change in the footing size may result. 3. Notify the engineer if the footing excavation reveals materials or conditions not anticipated in the soil's report. 4. A testing laboratory shall be retained to perform all the tests outlined in the soil's report. 5. Foundation walls that retain soil shall be braced until floors slabs are in place. 4, POURED -IN -PLACED CONCRETE, '1. Codes and Standards: ACI 318 "Building Code Requirements for Reinforced Concrete" AGI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" r 2. Concrete is to be normal weight conforming to ASTM C94: a Portland Cement - ASTM C150 b Aggregates (3/4" maximum) - ASTM C33 c Air entraining - ASTM C260 d Water Reducing - ASTM C494 e Water - Potable f) Slump Range - 3" - 5" g) Placement Time (Maximum) - 90 minutes from batch time 3. Minimumcompressive strength after 28 days a Footings, masonry ,fill, slab -on - `3000 "PSI, , :b ...Concrete, column_s,._concrete "beams - '4000 :PSI ,} 4. •Reinforcing steel is to be Grade 60 conforming to ASTM A615,� ? - a) Minimum lap splice as follows: b) Bar cover: Footings - 3" Beams - :,:2" c) Provide corner bars which '(hatch the -horizontal bars. -at all wall ` footings and tie beams 1 d) Welding reinforcing if required shall conform to AWS D1.4. 5. Slab -on -Grade a) Liquid membrane forming chemical compound conforming to ASTM C309. a Welded wire fabric - ASTM Al 85; lap mesh 6" minimum at joints b Moisture barrier - 6 mil polyethylene c Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. 8. Concrete curing options b) Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings. 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the architect, structural engineer and General Contractor. a) Slump test - ASTM C143 b) Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. Coat all forms with a commercial compound that will not bond or adversely affect the concrete. 12. Coordinate locations of all openings, embeds and accessories that are required by all trades. No opening or sleeve may be placed in beams or columns unless approved by the engineer, 13. Wet setting of anchor bolts, dowels or any embeds is not a permitted. -, w=y'.�,*'.��A�.+�'^++w_ �✓ `�dP.,W:W'M... .,...._ �.: �_ _. s�� -.+� ��y��� �+=� - X11 N" W,\ - _. 'CON CRETE '-MASONRY_ UNITS 1. Blocks shall be normal weight Grade N, Type II hollow load bearing masonry units which confirm to ASTM C90. a Net compressive test strength of units = 2000 PSIS b� f'm = 1350 PSI 2. Mortar shall be type M or S and conform to ASTM C270. �, ✓� 3. Fill all cells containing reinforcing with course grout. t 4. Coarse rout shall confirm to ASTM C476 4 a 3000 PSI at 28 days b 3l8" aggregate c 8 -10 slump I work to y: 6._ Rleinforcinc�h barsshallsh II ,be., ACI530-92. 048 bar `diameters where splice" `Y 7. All vertical bars shall be held in position at the top and bottom and with a minimum clearance of 1/4" to the masonry walls and one diameter between bars. B. Horizontal reinforcing shall confirm to ASTM A82. 9. Horizontal reinforcing shall be 9 gauge (U.N.O.) ladder type Dur -o -wall (or equal) at 16" o.c. and shall be lapped a minimum of 6" at splices. 10. Store masonry on pallets and cover with visqueen. 11. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, vertical and horizontal. 12. Groutinoptions a 4 high lifts with no observation holes. b 8' high lifts with observation holes, Observation holes shall be 8" high x 4" wide sawcuts at the base course of all reinforcing. 13. Space masonry control joints at a maximum of 34'-0" o,c. (U.N.O.). 14. Masonry inspection shall be provided per ACI 530. 15. Provide a 8" x 8" reinforced precast lintels at all openings less than 8'-0" o.c. (U.N.O.) with a minimum end bearing = 8". STRUCTURAL STEEL 1. Codes and Standards a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", - Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, plates, etc. - ASTM A36 e Steel tubing - ASTM A500 Grade B f) Steel pipe - ASTM A501 g) Anchor bolts - ASTM A307 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3, All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 4. No openings shall be allowed in steel members unless shown on the drawings. 5. Openings, copes, and other steel cutting shall have a 1/2" minimun radius. 6. Welds not designed shall be a fillet weld equal to 1/16" less than the least thick member, all welds shall be cleaned and painted, 7. Non -shrink grout (ASTM C 1107) to be 6000 psi (min), non --ferrous and non -corrosive. WOOD CARPENTRY 1. Dimensioned lumber shall be dressed S4S, and shall bear the grade stamp of the supplier's association, 2. All lumber shall be sound and free from warp. 3. All lumber shall be Southern Pine, grade No. 2 or better with the following minimun properties: Fb = 1200 psi Fv = 90 psi Fc = 975 psi E = 1,600,000 psi 19% maximum moisture content 4. All wood in contact with concrete or masonry shall be pressure treated. 5. Pressure treated lumber shall be impregnated with a CCA salt treatment in accordance with F.S. TT -W-571 and bear the American Wood Preserves Institute quality mark LP -2. 6. Plywood sheathing shall be DFPA CD with exterior glue. All roof sheathing shall be installed with plyclips. 7. Install bridging in all floor and roof joists ® 8'-0" o.c. maximun. Install blocking in all wall studs at mid -height. 8. All nailing and bolting shall comply with American Institute of Timber construction requirements. 9. Provide a single plate at the bottom and a double plate at the top of all stud walls. 10. Studs shall be doubled at all angles and around all openings. Studs shall be tripled at all corners. PRE --ENGINEERED WOOD TRUSSES 1. Codes and Standards: a) "National. Design Specification for Wood Construction" latest edition b) "Design Specification for Metal Plate Connected Wood Trusses, TPI - 85", published by the Truss Plate Institute. c) "HIB - 91", published by the Truss Plate Institute d) All requirements of Truss Plate Institute 2. Maximum deflection:, Live Load = L/360, Total Load = L/240. (U.N.O.) 3, Trusses shall be designed with no horizontal reaction. 4. Design wood trusses for the loads (LL, DL, WL) shown on the drawings. 5. Truss erector is responsible for the temporary bracing of the trusses. 6. Truss manufacturer shall clearly show the the size and location of all ,required top and ,bottom chord bracing. 7.,,;(U.N.O.) Contractor -shall ,provide approved hurricane clips and straps to -' resist the ' uplift forces shown on the` shop drawings' "8_ Truss manufactor shall provide all connections, hangers, header beams, etc 'in order to complete the roof and floor framing. I rentor for -)novativo tructure5, ,c. 5706 S. MacDill Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 --BAR, ' fc ., SPLICE LENGTH µ „ 6 & SMALLER - 3000 P SI 58 -:BAR � 6 & SMALLER 4000 PSI _ 50 BAR -DIAMETERS"' DIAMETERS " 7 & LARGER 3000 PSI 72 BAR DIAMETERS J, 7 & LARGER 4000 PSI 63 BAR DIAMETERS b) Bar cover: Footings - 3" Beams - :,:2" c) Provide corner bars which '(hatch the -horizontal bars. -at all wall ` footings and tie beams 1 d) Welding reinforcing if required shall conform to AWS D1.4. 5. Slab -on -Grade a) Liquid membrane forming chemical compound conforming to ASTM C309. a Welded wire fabric - ASTM Al 85; lap mesh 6" minimum at joints b Moisture barrier - 6 mil polyethylene c Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. 8. Concrete curing options b) Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings. 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the architect, structural engineer and General Contractor. a) Slump test - ASTM C143 b) Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. Coat all forms with a commercial compound that will not bond or adversely affect the concrete. 12. Coordinate locations of all openings, embeds and accessories that are required by all trades. No opening or sleeve may be placed in beams or columns unless approved by the engineer, 13. Wet setting of anchor bolts, dowels or any embeds is not a permitted. -, w=y'.�,*'.��A�.+�'^++w_ �✓ `�dP.,W:W'M... .,...._ �.: �_ _. s�� -.+� ��y��� �+=� - X11 N" W,\ - _. 'CON CRETE '-MASONRY_ UNITS 1. Blocks shall be normal weight Grade N, Type II hollow load bearing masonry units which confirm to ASTM C90. a Net compressive test strength of units = 2000 PSIS b� f'm = 1350 PSI 2. Mortar shall be type M or S and conform to ASTM C270. �, ✓� 3. Fill all cells containing reinforcing with course grout. t 4. Coarse rout shall confirm to ASTM C476 4 a 3000 PSI at 28 days b 3l8" aggregate c 8 -10 slump I work to y: 6._ Rleinforcinc�h barsshallsh II ,be., ACI530-92. 048 bar `diameters where splice" `Y 7. All vertical bars shall be held in position at the top and bottom and with a minimum clearance of 1/4" to the masonry walls and one diameter between bars. B. Horizontal reinforcing shall confirm to ASTM A82. 9. Horizontal reinforcing shall be 9 gauge (U.N.O.) ladder type Dur -o -wall (or equal) at 16" o.c. and shall be lapped a minimum of 6" at splices. 10. Store masonry on pallets and cover with visqueen. 11. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, vertical and horizontal. 12. Groutinoptions a 4 high lifts with no observation holes. b 8' high lifts with observation holes, Observation holes shall be 8" high x 4" wide sawcuts at the base course of all reinforcing. 13. Space masonry control joints at a maximum of 34'-0" o,c. (U.N.O.). 14. Masonry inspection shall be provided per ACI 530. 15. Provide a 8" x 8" reinforced precast lintels at all openings less than 8'-0" o.c. (U.N.O.) with a minimum end bearing = 8". STRUCTURAL STEEL 1. Codes and Standards a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", - Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, plates, etc. - ASTM A36 e Steel tubing - ASTM A500 Grade B f) Steel pipe - ASTM A501 g) Anchor bolts - ASTM A307 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3, All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 4. No openings shall be allowed in steel members unless shown on the drawings. 5. Openings, copes, and other steel cutting shall have a 1/2" minimun radius. 6. Welds not designed shall be a fillet weld equal to 1/16" less than the least thick member, all welds shall be cleaned and painted, 7. Non -shrink grout (ASTM C 1107) to be 6000 psi (min), non --ferrous and non -corrosive. WOOD CARPENTRY 1. Dimensioned lumber shall be dressed S4S, and shall bear the grade stamp of the supplier's association, 2. All lumber shall be sound and free from warp. 3. All lumber shall be Southern Pine, grade No. 2 or better with the following minimun properties: Fb = 1200 psi Fv = 90 psi Fc = 975 psi E = 1,600,000 psi 19% maximum moisture content 4. All wood in contact with concrete or masonry shall be pressure treated. 5. Pressure treated lumber shall be impregnated with a CCA salt treatment in accordance with F.S. TT -W-571 and bear the American Wood Preserves Institute quality mark LP -2. 6. Plywood sheathing shall be DFPA CD with exterior glue. All roof sheathing shall be installed with plyclips. 7. Install bridging in all floor and roof joists ® 8'-0" o.c. maximun. Install blocking in all wall studs at mid -height. 8. All nailing and bolting shall comply with American Institute of Timber construction requirements. 9. Provide a single plate at the bottom and a double plate at the top of all stud walls. 10. Studs shall be doubled at all angles and around all openings. Studs shall be tripled at all corners. PRE --ENGINEERED WOOD TRUSSES 1. Codes and Standards: a) "National. Design Specification for Wood Construction" latest edition b) "Design Specification for Metal Plate Connected Wood Trusses, TPI - 85", published by the Truss Plate Institute. c) "HIB - 91", published by the Truss Plate Institute d) All requirements of Truss Plate Institute 2. Maximum deflection:, Live Load = L/360, Total Load = L/240. (U.N.O.) 3, Trusses shall be designed with no horizontal reaction. 4. Design wood trusses for the loads (LL, DL, WL) shown on the drawings. 5. Truss erector is responsible for the temporary bracing of the trusses. 6. Truss manufacturer shall clearly show the the size and location of all ,required top and ,bottom chord bracing. 7.,,;(U.N.O.) Contractor -shall ,provide approved hurricane clips and straps to -' resist the ' uplift forces shown on the` shop drawings' "8_ Truss manufactor shall provide all connections, hangers, header beams, etc 'in order to complete the roof and floor framing. I rentor for -)novativo tructure5, ,c. 5706 S. MacDill Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 OUT51 E AIR 5ALANCE RETURN AIR OUTSIDE AIR NUMBER OF OUTDOOR TOTAL 96 OUTDOOR ACTUAL O.A. PEOPLE AIR PER 5.P. OUTDOOR AIR/ ROOM IN i loom DOOM NAME U} tt] t X PER PER$0N. AIR REQ'D 2400 DINING AREA AND PUBLIC 5FACE5 '14 lea 1110 1200 LOE3BY AND Sr=W[ G 21 --� 15 315 _ -4W KITCHEN S 15 135 iIDiO NOTE$: AIR HANDLING UNIT5 SHALL. BE 5ET TO MINIMUM OUTSIDE AIR 51=TTIWS A5 SHOWN ON 5C-HEQULE KITCHEN EXHAU5T SY5TEM REQUIREMENTS ARE 2000 CFM RE5TROOI`l ExHAU5T REQUIREMENT5 ARE 300 GWI TOTAL EX"AUST 15 2300 CFM 300 BUILDING BALANCE = 2450 CFM MINIMUM OA. LF55 MAXIMUM EXHAUST AIR 2300 CFP'( RE5ULTINO IN POSITIVE PRE55URE OF 150 CFI" 1 MINIMUM TOTAL (CFM) UNIT/LOCATION RETURN AIR OUTSIDE AIR EXHAU5T AIR 5UPPLY BY UNIT PF2E55URE OUT5IDE AIR DINING 150 .PINING Room, LO335Y 2400 .31.54 L C435Y AND SERVING U} tt] t X 150 to LL 2400 31-54 KITCHEN 1450 4500 15.54 EF -1 FRY HOOD 1200 Er --2 OVEN HOOD $00 EF -3 pESTRoom 300 TOTAL (CFM) 2450 2300 ¢150 MIMMUM OUT&IDE AIR REaUI D/Ff;R0VIJ_-)ED O,1T51DE REQUIRED OUTSIDE AIR oma" `�Lo PROVIDED AREA � I sn .PINING Room, LO335Y 55 X 15 = 14M, KITCHEN r l{ X 15 = 135 U} tt] t X to LL MOUNT BOTTOM OF 0IffU.$ER AT Arl*ROXIMATELY - i0°-0' A.F.P. NERAL NOTE5: FLAW ANP SeAL ROOF CURBS WATERTIGWT. COORDINATE WITH RO0FIW3 CONTRACTOR TO NOT VOID WARRANTY, PROVIDE VOLUME DAMPER$ UPSTREAM OF ALL OUTLET/INLET$ FOR (BALANCING PURPOSE$. 1WERMOS'TA16 514011,E C D14TROL RTU 61-HWING 4IAT AREA. FDROVIDE TURNING VANES IN ALL SUPPLY AND RETURN AIR 5GtUARE THROATED ELBOWS, PROVIDE 1' FLEXIBLE WRAP (3/40 DENSITY) WITH ,FOIL SCRIM KRAFT VAPOR BARRIER ON ALL SUPPLY AIR DUCTWOW. V-0' MAXIMUM PLEX15LE DUCT LENGTH, DO NOT USE 'FLEXIBLE PUCTWOW A5 EL13OW USE 5HEETMETAL ELBOW AT VfFFU5ER. AIR OUTLETS 4 INLET$ ARE SHOWN IN APPROXI(" LATE LOCATION. REFER TO ARCHITECTURAL DRAWING FOR EXACT LOCATION, BALANCE AIR 6Y5TEM5 TO AIR VOLUMES 5HOWN, DASHED LINES/ INDICATE LOCATION ON ROOF. SUCCE55FUL CONTRACTOR MALL SUBMIT ONE (1) SET OF CONSTRUCTION DOCUMENTS TO LOCAL UTILITY COMPANIES THAT APPLY TO THEIR TRADE. VERTICAL DROPS TO SQUARE CEILIWG DM6EF;�5 WILL O=R AT DIFFUSER INLET N1 c;K ABOVE DM -AER. ALL DUCTWORK IN KITCHEN AREA SHALL BE BELOW JOISTS. ALL DUCTWORK IN DINING AREA SHALL BE BELOW JOISTS. VERIFY EXACT SIZE AND LOCATION OF VERTICAL SUPPLY AND RETURN, DUCT DROPS FROM RTU WITH CURB CONFIGURATION. IC TO MAKE ADJUSTMENTS AS REQUIRED. 1ECHANICAL CONTRACTOR SHA SU PL A 1 STALL. Ai -C'\ '1ATERIAL REQUIRED TO COMUZY WITH ALL FLORIDA CO,DE$. SENSOR *54' AFF. RTU -2. REFERENCE DECOR PLANS BEFORE iN$TALL ING SEN60R TO ENSURE CLEARANCE OF ALL DECOR ITEMS/ARTWORK SUPPLIED FOR TH15 LOCATION. r ------------------i -------------' 1 I 1 I 1 i I I I '-------------- 125 REMOTE 5EN$CR p54' A.F.F. T1 _ RTU -l. ( REFERENCE DECOR PLANS BEFORE INSTALLING 5EN5OR I TO ENSURE CLEARANCE OF I I ALL DECOR 11EM5/ARTWOW, 5UPPLIED FOR THIS LOCATION. FLAN I °fid ! I != 6 (1 r COORDINATE SUPPLY AND SlElUSN AIR DUCTWORK FRom `J ROOFTOP UNIT WITH STRUCTURAL WOOD FRAMING. �) SPLIT SUPPLY AIR DUCTWORK TO ROUTE THROUGH JOIST 5PAGE. '� J 12112 DUCT UP TO REF -1, IVA2 DUCT UP TO REF -2. WATER HEATER EXHAUST VENT PIPE, SIZE PER MANUFACTURER'$ RECOMMENVATION5. Co ROOFTOP UNIT PAN $HALL BE INTERLOCKED WITH REF -1. RTU PAN S 4ALL OPERATE WHEN R) F -I OPERATES. t 7� ROOPTOP'UNIT FAN 50AL L f3E INTERLOCKED WITH REF -2. RTU FAN'SHALL OPERATE W14EN REF -2 OPERATES. I I f I l I I I MECHANICAL UNITS ROOF MOUNTED MECHANICAL UNITS SHALL 13E MOUNTED ON CURIOS R415ED A MINIMUM OF 5 (EIGHT) INCHES (203 mm) ABOVE THE ROOF 5UI;;l=ACE5, OR WHERE ROOFING MATERIAL5 EXTEND BENEATH THE'\ UNIT, ON RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE HEIGHT 1N ACCORDANCE WITH'TA5LE IE709.1 (6EE I TABLE BELOW). 24 24 < 36 36 <. 48 48 < 60 > 60 1 I I I I 1 I 1' 1 I I I I ----------'--------J �-IEGTUIANICAL FLAN _ 5CALt : 1/4" _: 1'-0" ATTACHMENT METHODS: A. PROVIDE 4-22 GA. GALS/ HURRICANE STRAPS PER A/C/ UNITS B: 2 3/8-x3/4y , LOW A307 WEEL GALV. BOLTS TO ALUMNA STAND RAIL. ALUMNA STAND RAIL ICE MAKtHl LIDS ATTACHEMENT 1 1/2- O.D_ W/ _063- WAL117 — 4 -x4 -x,3/1 1��' r '^ 1 j4"x1 j4' LG. GALY. A-307 RAIL SECTION THUMBSCREWS, 20 TURNS MIN. TORQUE FOR THUMB SCREWS z � 1 1/47x1 1/4"x1/ °' 20 FT/LBS OR TO RESIST, HORIZONTAL WIND LOADS 15/16" DOLT & M OF 1050 LDS. I/g n NUT/:1-xl"Xl/1 : I I 1. SUPPORT MME: 000-16 ALUMINUM ALLOY. ALL JOINTS WELDED, OTHER THM SHOWN. 2. ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. 3. SUPPORT FRAMING & ANCHORAGETO COMPLY W/ THE STATE OF FLORIDA 2004 BUILD'G CODE 4. VIBRATION ISOLATOR PADS algid.. BE PROVIDED BY THE A/C CONTRACTOR SO AS NOT TO CAUSE VIBRATION TO EXISTING SUBSTRUCTURE. 6. SECURE EA. STAND LEO PLATE W/ NEW 3/8- STOVE BOLT INTO WOOD 5LOCKING OF STRUCTURE, A/C UNITA/C CURB TTAC�4Et­'' ',-A/C RAIL A/C CURB A/C UNIT --~-~ SCREW %-- FAN RAIL A/C CURB `I`!I WOOD LWOOD BLOCKING' ' BLOCKING ANCHORAGE TO COMPLY W/ 2004 STATE OE FLORIDA 13UIL,DING CODE. ANCHORAGE TO COMPLY W/ 2004 STATE OF FLORIDA BUILDING CODE. CONNECT CURB TO WOOD (BLOCKING W/ 1/8 xl STRAPS 24" O.C. CONNECT CURB TO WOOD BLOCKM W/ 1/8-xl" STRAPS 24" O.C. EACH W/ TWO 12-14 TEK SCREWS 1" LONG (2" LONG INTO WOOD.) EACH W/ TWO 12-14 TEK SCREWS 1" LONG (2" LONG INTO WOOD.) USE #14 TEK SCREWS 5- LONG 24- O.C. TO SECURE A/C RAIL TO USE 1.2-14 TEK SCREWS 2- LONG 24. O.C. TO SECURE A/C .RAIL ROOF CURB. TO ROOF CURB. ATT, CHEMENT5 5HOW DE51GNELD FOR 120MPP. 0 U) oma" `�Lo ca o � I sn z I, o lo U} tt] t X to LL S_1}:AIR OUTLET 4 INLET AI;ZE CEILING DIFFUSM TITUS'PCS, STEEL LAY-IiN FRAME, NECK 61ZE 8'4, 12/12 FACE WE, FACTORY 041TE FINISH 5_2: SQUARE CEILING DIFFUSER, TITUS PGS, STEEL LAY -IN FR/M NECK SIZE 10'4,,24/24 FACE SIZE, FACTORY WHITE FINISH 5-3: SQUARE CEILING DIFFUSER, TITUS f=` 5, LAY -IN FRAME, NECK SIZE 1214, 24/24 ,FACE SIM, FACTORS` WHITE FINISH S-4: SQUARE CEILING 1)IFRI5ER, TITUS PCS, STEEL FRAME FOR DRYWALL CLG, NECK SIZE S'4, r2tV FACE SIZE, FACTORY 041TE FINISH RETURN GRILLE, TITU5.50F'F, 24/24, 'ALUMINUM, }12'X 112'X 1/2°, FACTORY .WHITE FINISH R-_2: nTURN GRIT -LE, TITUS. 59ff, .74/45, ALU` ;NUM, 1/2 °X .1/2'X'.1/1'r-AC.TORY WHITE FIN16H ELI: EXHAUST GRILLE, TITUS 33WL, WAV, $TEFL PAC -TORY WHITE: PINIsH 1�-1: LINEAR SLOT DIFFUSSIFR, TITUS MODEL LLAA, C-, 1/2' WIDE X 48' LONG, FACTORY W141TE FINISH NOTE: ALL D1FFU5ER$ TO BE 4 WAY 13LOW.LNLE55 NOTED OTHERWISE. MECHANICAL E U I F MENT SCHEIDULE MARK NC1. DESCRIPTION MFRAIQDEL RFMAR 6 RTU -1 PACKAGED ROOFTOP A/C UNIT LENNOX FAN: 2,400 CFM w 0.15' EXTERNAL STATIC } 55URV, DOWNRLOW, 600 CFM O.A. PROVIDED ISY pldJN1~R. INSTALLED >3S' G.C. LGC9>12$2E5 6 TON, fyG G/jEr EVAPORATIVE COOLING COIL. 6 TONS o S0/9,71'F DOMe ENTERM AIR TEMPERATURE CONDENSER. %�iTF AM5NENT c0 a HEATINra: GAa FIRED ELECTRICAL: 3 PHASE, 208 1230 VOLT REQUIRED ACCESSORIES. 2' TWROW AWAY FILTER'S, GAS REGULATOR (IF REOV), OARAMETRIC RELIEF, WEATHER HOOD, BIRD SCREEN, M'1FR'$ ROOF CURB (14' - LARMFIO/}5-14), %55A$E, SPiOKE DETECTOR AT RETURN AIR LENNOX PROVIDED STANDARD ACCE86ORIES/FEATURI5: SUPPLY AIR SMOKE DETECTOR, NON- FUSED DISCONNECT, 115V GFGI SERVICE OUTLET MELD WIIED/POWER1ED4 MANUAL DAD AT SOUTHERN RE65TAURANTS, ECONOMIZER W/ GRAVITY RELIEF AT NORT14ERN RESTAURAiNT$. BOTTOM'; POWER AND GAS ENTRY, LOW AMBIENT COhIT ROL DOWN TO 0 DEGREES F. FOR LOCATION$ IN Ml, IN, KY,O-1, WEST PA, AND UTAH: PROVIDE 1.5114P 5TD EFF. MLOWER MOTOR, 02 DRIVE KIT, 125~ BTUH INPUT, 98,150 STUN O u ~. OUTPUT GAS HEAT- HIGH NEAT_ ECONOMIZER WITH GRAVITY EXHAUST, 51NGLE ENTHALPY CONTROL A. E-. W FOR LOCATIONS 1N GA, AL, MS, SC, NC, TN, AZ, WA, ORT_, AND FLA.- LA.PROVIDE PROVIDE1.5 HP STD EFF_ BLOWER MOTOR, a2 DRIVE KIT, '15000 STUW INPUT,.rol,600 BTUH OUTPI.IT GA5 NEAT- LoWl HEAT_ MANUAL OAD (0-2MQ) RTU -2 PACKAGED ROOFTOP A/C UNIT LET1 OX LGC012S23 FAN: 2,400 GFM 0 0,15' EXTERl, AL STATIC PRE55URE, DOMFLOW; 600 CFM QA. PROVIDED B7 OWNER- INSTALLED 5Y Gam. 6 TON, PKG GIE EVAPORATIVE COOLING COIL: 6 TONS a W/61`F D13NIB ENTERING AIR TEMPERATURE CMDLNStR. 95TF AM51ENT HEATING, GAS FIRED ELECTRICAL- 3 PHASE,. 208 1230 VOLT REQUIRED ACCES$0RIE5: 2'THROW AWAY FILTER$, GAS FEGULATOR (IF REO'D), E5ARAMETRIC RELIEF, WEATHER. HOOD, BIRD SCREEN, MFR'S ROOF CURB (14' - LA 10115-14), SU55A5E, SMOKE DETECTOR AT RETURN AIR LENNOX PROVIDED STANDARD ACCE55ORIES/FEATURES: SUPPLY AIR .SMOKE DETECTOR, NON- FUSED D15CONNEC7, 115V GFCI SERVICE OUTLET (FIELD WIRED/POWERED), MANUAL OAD AT SOUTHERN 1 STAUF'ANTS, ECONOMIZER'. W1 GRAVITY RELIEF AT NORTHERN RE5TAURANT5, E50TTOM'1 POWER AND GAS ENTRY. LOW AM51ENT CONTROL DOWN To a) DEGREES F. FOR LOCATIONS IN NJ, IN, KY,014, WEST PA, AND UTAW: PROVIDE 1.5 HP STD EFF. BLOWER MOTOR, n DRIVE KIT, 125,000 BTUH INPUT,'98,i50 BTUH OUTPUT GAS HEAT- HIGH HEAT. ECONOMIZER WITH cRAvITY ;EXHAUST, ENTN;11_PY CONTROL FOR LOCATIONS IN GA, AL, P'15, "-C, NG, TN, AZ, WA, ORE, AND FLA: PROVIDE I.5 HP 5TD EFF, BLOWER MOTOR, 412 DRIVE KIT,18v000 BTUH INPUT, 61,600 6TUH OUTPUT GAS NEAT- LOW NEAT. MANUAL OAD (0-259td RTU -3 PAID ROOFTOP AIC UNIT LENNOX FAN: Q00 CFM 10 1.0' EXTERNAL STATIC PRESSURE, DOMFLOW, 1,550 CFM O.A. LGG120523 10 TON, PKG G/E, PROVIDED BY OWNER. INSTALLED BY G.C. EVAPORATIVE COOLING COIL: 10.0 TON5 6 W/61`F DB/W8 ENTERING AIR TEMPERATURE CONDENSER: 95'F AMBIENT HEATING: GAS FIRED ELECTRICAL: 3 PHASE, 205:1230 VOLT " REQUIRED ACCES50RIE5: 2' THROW AWAY FILTERS, GA5 REGULATOR (rF REO'D), 1:3ARAMEMC RELIEF, WEAT}-1ER HOOD, 5IR[:> 5CF_'PEN, M FR'5 ROCf CUF�5 (14' - LAR-IFF/15-14), 5UDBA5E, 51- E DETECTOR AT RETURN AIR LENNOX PROVIDED STANDARD ACCE55ORIE5/FEATU}E5: $UPPLY AIR SMOKE DETECTOR, NON- FUSER D15CONNECT, 1}5V GFCI SERVICE OUTLET (FIELD WIRED/POWERED), MANUAL OAD AT ,OUTNER'N RESTAURANTS, ECONOMIZER W/ GRAVITY RELIEF AT NORTHERN RE5TAURANT5. BOTTOM POWER AND GAS ENTRY, LOW AM13f31ENT CONTROL DOWN TO 0 DEGREES F. FOR LOCATIONS IN Ml, IN, KY014, UF -5T PA, AND UTA14: PROVIDE 5 HP $TD EFF. BLOWER MOTOR, 06 DRIVE KIT, 240,000 DTUH INPUT, (92,0)00 STUN OUTPUT GA5 HEAT - HIGH HEAT, LCONQMIZER WITH GRAVITY EXHAUST, $INGLE ENTHALPY CONTROL, FOR LCaCATION5 IN GA, AL, N$, $C, NG, TN, AZ, WA, ORE, ANIS FLA. PROVIDE: 5 HP 5TD EFF, BLOWER MOTOR, "4 DRIVE KIT, 130000 BTUH INPUT, 104,000 BTUH OUTPUT GAD WEAL- LOW 1 NEAT. MANUAL OAD (0--32%) KE" -I KITCHEN EXHAUST HOOD CAPTIVE" AIRE 5'-0' x 2S' x 41' HIGH STAINLESS STEEL UTH UL LISTING, FILTI n, 4' GACK5PACER PROV1DEP 3Y OWNER_ INSTALLED, BY G_C_ PR.OVIDE. COMPLETE. FIRE 5UP;V%ION SYSTEM, ANSUL. SYSTEM FOR EACH WOOD KITH -2 KITCHEN EXHAUST HOOD CAPTIVE AIRE 4'-0' x 4'-0' x 24' HIGH "STAINLE"SS STEEL WITH UL L15TIINr, FILTERS, 4' 3ACK5PAC'ER PROVIDED 13Y OWNER. INSTALLED BY G.C. REF -I CENTRIFUGAL ROOF EXHAU$T FAN FAN: 1200 CFM* -,150$P- CAPTIVE AIRF DRIVE: 5ELT PROVIID' ED 13Y OWNER. INSTALLED FAY G.G. MOTOR: I F RASE, 120 VOLT, 112 HP ACCESSORIES: INSULATED MFR ROOF CURB, BIRD SCREEN, MFR DISCONNECT, GREASE DRIP CATCH REF -2 CEINTRIRUGAL ROOF EXHAU5T FAN CAPTIVE AIRE FAN- F300 CRM'w .-50 5P PROVIDED BY OWNER, INSTALLED BY G.C_ DRIVEz. BELT MOTOR: I PHASE, 120 VOLT, 114 HP ACCE590RIES. INSULATED MFR ROOF CURB BIRD SCREEN, MFR DISCONNECT, GREASE CATCH REF -3 CENTRIFUGAL ROOF EXHAUST RAN CAPTIVE AIRE FAN. 300 GFM -25' 1UG. TOTAL .STATIC F°RESSURE, }001 Rml PROVIDED BY OWNER. INSTALLED BY G.C. DRIVE: DIRECT MOTOR.: } PHASE, 120 VOLT; I/10 HP ACCE55ORIE$. BACKDRAFT DAMPER, MFR ROOF CUI5,, 5IRD $GREEN, MFR DISCONNECT REMARKS: 10 50NE5 T44ERM05TATS AND CONTROLS LENNOX ENERSTAT D5L-lV0LX, 2 HTG-2 CLG T'STAT5 (MULTISTAGE) (FIEL17 INSTALLED) P-5-1105, RETURN AIRE FIRETSTAT (125 DEGREES F. FIELD ft45TALLIED) REMOTE INDOOR SENSORS WHERE INDICATED ON PLAN. a c0 a w r> J �a w Uc�zW O u ~. A. E-. W HOOD NO. MODEL LENGTH MAX.EXHAUST COOKING TEMP. I PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIGURATION QTY. SWITCHES ON HOOD T OTALRISER(S) EXH. CFM'- QTY. TOTAL SUP. CFM RISER( END TO END ROW ELECTRICAL LENGTH CFM S.P. WIDTH LENGTH CFM S.P. QUANTITY LOCATION 1 2847 131) 5,0.00" 5, 0 --go" ou 450 Deg, 1200 10" 10" 1200 –0.500 04,3055 NO LEFT PYROCHEM . WHERE EXPOSED 1 LIGHT'CUTSIOE I FAN YES 400 LBS.' I— 2 4824 ND 4' 0,00" 4' 0,5U*' OU 450 Deg. 800 I 16 " 8" 4---- 800 _I-0.327" 0 NO NO 430 SS WHERE EXPOSED 1 LIGHT 1 FAN FACE LEFT I I HOOD FILTER(S) LIGHT(S). UTILITY CABINET(S) FIRE NO. TYPE QTY. HEIGHT. LENGTH QTY. TYPE WE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING HOOD WEIGHT TYPE SIZE MODEL # QUANTITY LOCATION 1 ALUMINUM BAFFLE 3 12" 20" 2 INCADESCENT LIGHTS NO LEFT PYROCHEM 3.0 11011000 1 LIGHT'CUTSIOE I FAN YES 400 LBS.' 2 ALUMINUM 13AFFLE 3 " 18 16 " 1 INCADESCENT LIGHTS NO NO 1 -1 NO 240 LBS. re) ol OPI FAN ANON EXHAUST FAN SUPPLY FAN UNIT FAN UNIT MODEL # Curb 19.500"W x 19.500"L x 20.000"H Vented Hinged 2 # 2 Curb 19.500"W x 19.500"L x 22.000"H Vented 3 # 3 Curb 17.500"W x 17.5001 x 12.000"H Vented 17 1/2 50 DU50HFA 27 1/4 28 7/8 2 21 21 1/2 NO. 1/2 MODEL TAG CFM S.P. RPM H.P. 0 VOLT BLOWER MODEL/ TAC CFM S.P. RPM H.P. 0 VOLT HOUSING MODEL 1 DU50LFA DU50LFA EF -1 1200 —0,750 1379 0.500 1 115 6.3 EF -1 2 DU30HFA EF -2 DU30HFA EF -2 800 —0.500" 1388 0.250 1 115 4.0 3DR123HFA DR12HFA EF -3 301 --0.250" 1001 0.140 1 115 2.5 EF— NO ANON ITEM SIZE 1 1 Curb 19.500"W x 19.500"L x 20.000"H Vented Hinged 2 # 2 Curb 19.500"W x 19.500"L x 22.000"H Vented 3 # 3 Curb 17.500"W x 17.5001 x 12.000"H Vented FAN MODEL HT W B C r R RO WEIGHT LB DU30HFA 2.5 1/4 25 1/2 2 21 18 1/2 12 1/8 17 1/2 50 DU50HFA 27 1/4 28 7/8 2 21 21 1/2 1 113 l/T41-7 1/2 55 FAN MODEL HT W 8 c R RO WEIGHT LB DR 121 -IFA 16 1/4 23 3/4 2 19 10 5/8 13 35 -T FAN MODEL D E DU30HFA 19 1/2 22 DU50HFA 19 1/2 20 FAN MODEL D E DR12HFA 17 1/2 12 m w v � L rD Z r4 ram ny C(2 LL- M wo P1-16 ViA LiGHTiNG 1. ALL 1=LUC $CIENT LiGHT FIXTURE6 MAWED NL (NiGHT !„1CaHT) 6HALL 14AVE (2) LAMES ON AN UNSWITCHED L1;G OF THE ROOM LIGHTING CIRCUIT. 2. ALL INCANDESCENT LIGHT FIXTURES MARDED NL (NIGHT LIGHT) SHALL HAVE (1) LAMP ON AN UNSWITCHED LEG OF THE ROOM LIGHTING CiRCUIT. 3. ALL 1-1644T FIXTURES MAW -ED EM (EMFRGfH ICY) SHALL HAVE (2) LAM" ON A UN3WITCHED LEG OF TWE ROOM LIGHTMG CIRCUIT WITH A EME -NCY E5ATTERY INVERTER BALLAST. 4. SEE LiGHT FIXTURE SCHEDULE ON %4P -=T E-5. Fv. CONTRACTOR SHALL SUPPLY AND INSTALL ALL. MATERIALS TO MZOVIDE A COMPLETE INSTALLATION IN ACCORDANCE WiTH THE CURRl NT EDITION OF THE N E)C;, AND ALL STATE AND LOCAL CODES �. SER To DECOR PLANS FOR ALL PENDANT LIGHT AND WALL GCONCE LOCATIONS. 1. SEE WOR MATiON FOR LED ON SHEET LED -1. RRWFER TQ BUILDING ELEVATiON6 ON SHEET A-4 FOR EXTENT AND LOCATION OF LED 5AN05. S. PROVIDE 4 TO b 3 1/2' ROUND J -BOXES WiTH MINIMUM 4.0 CU. IN CAPACITY " WALL SCONCES. C,OINECT TO CIRCUIT PIA -9. SEE DECOR DRAWING6 FOR EXACT LOCATiONS. S. ALL lHME F_SENCY CIRCUITS 6ERVING NiGHT / EMERGENCY LIGHTI1,* SHALL BE MINIMUi'i X10 AWG cONDUCTOR5 FOR THE ENTIRE CIRCUIT ON 120 VOLT CIRCUITS OVER 100 MNT AND 211 VOLT CIRCUITS OVER 200 FEET. to. THE CAPITAL L5TTER BESIDE THE LIGHTING SYMBOL INDICATES THE FIXTUiE TYPE. RSR TO THE LIGHTiNG FIXTURE SCHEDULE FOR THE LIGHT FIXTURE DESCRIPTION. FLAN NOTE&; �1 JUNCTION BOX M0UNTI D FLUSH W/ FACE 0R- 133LOCK " AUk4lW_5 LIGHTING BY AUklit G MFR.. COORDINATE; W/ AWNING INSTALLER AND ARCHITECTURAL PLANS FOR LOCATION Cl CONTRACTOR SMALL PROVIDE CONNECTION TO FREMWC00LER LIGHTING PER MANUFACTUEER5 RE C011MENDATiONS. FREEZEWC00LER LIGHTING MALL 13E PROVIDED BY COOLERVREEXER II GR. AND INSTALLED BY GSr, VAPORS PROOF LIGHT FiXTURES 15Y EXHAUST HOOD MANLFACTURER. CONTRACTOR .WALL 1N5TALL LlcsHT NXTUEs PER MANUFACTURER$ WCOMMr-EMATiON AND WIRE THRU EXHAUST HOOD CON1TZOL.LER. 0 WEATHERPROOF JUNCTION BOX FOR CONNECTION TO ABY°S SIGN, 61GN BY OTHERS, CONNECTED BY CONTRACTOR, COORDINATE EXACT LOCATION AND CONNEaCVON IN THE FIELD PRiOR TO ROUGH -IN. 0 SMALL ROUND J -BOX FOR WALL SCONCE/LEDGE LIGHTING. COORDINATE SIZE WITH DECOR LIGHTING, VERIFY EXACT LOCATION AND HEIGHT ON DECOR WALL$ WITH DECOR DRAWIN 4, LIGHTING PLAN 5YM5 L5 LEGEND © FLUORESCENT LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE FOR TYPE, RECESSED LIGHT FIXTURE. °SEE LiGHT FIXTURE :SCHEDULE FOR TYPE. H.I.D. WALL PACK. SEE LIGHT FIXTURE SCHEDULE FOR TYPE. EMERGENCY BATTERY PACK. SEE LiGHT FIXTURE SCHEDULE FOR TYPE. EXIT SiGN. SEE LIGHT FIXTURE SCHEDULE FOR TYPE. 51NrLE POLE LIGHT SWATCH. $3 3-W4Y LIGHT SWITCH. N $CALF . I/4` - 1'-0° – — NOTE: REFERS TO LIGWT FIXTURE OCHEDULE ON "ET E -S FOR SiPECIFICATM5 AND NATIONAL ACCOUNT CONTACT iN-OR'1ATiON. NOTE: ALL FLUORESCENT LIGHT5 LIGHTIN KITCHEN YONID MENU 50ARD 5HALL 5E F32/T /41K (COOL BJHIT 5WITC#=SING GUIDELINE5 ALL SWATCI-RES ARI= TO BE L_OCATEo ADJACENT TO MA1dAGr;:Rl5 DESK AND GIRCUiT6 ARE TO 5E MAXIMIZED 80 A$ TO MINIMIZE THE NUMBER OF aWITC14E3. ALL SWITCHES ARE TO BE CLEARLY LAMLED IN A NEAT AND FIROFESSIONAL MANNER. EXTERIOR., INCLUDIW3 ENTRY ALCOVE6 AND ROOF LIGHTING ARE TO BE SWITCHED SEPARATELY FROM INTERIOR LIC*4TMG, CIRCUIT LD -S: LIGHTING CONTACTOR 3/MOMENTARY LIGHTED TOGGLE SWITCH CIRCUIT$ 1-0-9, LD40, LD -11, AND LD -12: LIGHTING CONTACTOR 1/MOMENTARY LIGHTED TOGGLE SWITCH CIRCUITS PI -2 AND PI -4: LIGWTING CONTACTOR 3/MOMENTARY LIGHTED TOGGLE SWITCH CIRCUITS PI -E5, P-16, AND PI -18: LIGHTING CONTACTOR 4/MOMENTARY LiGHTED TOGGLE SWITCH CIRCUITS PI -11, PI -15: LiGHTiNG CONTACTOR 2/ MOMENTARY LIGw ED TOGGLE WITCH BACK OF HOUSE FIXTURES TO BE SWITCHED SEPARATELY FROM DONT OF HOUOE FIXTURES CIRCUIT PiA-12: 5WITC14 a FRONT OF HOUR FIXTURE$ MOI" I MENU 5OAFV BULKHEAD FORWARD 1ECE55ED CANS IN DINING AND SERVICE AREA TO BE SWITCHED TOGF_THr=R CIRCUIT PIA -1: SWITCH b CIRCUIT PiA-4: SWITCH G CIRCUIT PiA-16: WITCH d CIRCUIT PIA -14: SWITCH c� DECORATIVE LIGHTING PENDANTS AND WALL SOICES (RSR TO DECOR DRAWINGS) An TO BE SWITCHED TOGETHER CIRCUIT SWITCH 4 PINNACLE LIGHTING ALL P'INi*1ACLE FIXTURES ARE TO BE SWITCHED TOGETHER CIRCUIT FIA -Sr SWITCH i s VIA TING FACTOR 04 I, - CD rn 0 0 w Q er 2 0 c� m V V u =` L1 <t n c� (i Z� U Vi Lu0C) CE 1L - 0U< D- czc�-zL- w ra raffia rrCL 1Ww Mll� 0!� - < w LJ LLJ Dry LL �"�-� p r a C) V)LIJ U;g� P LA 4- ♦ 0,, 0,, P� now Q PTI V) (n u GENERAL NOS' 1. DO NOT INSTALL ANY KITCWE=N Et IPMENT UNTiL APPROYED Si -IOP DRAWINCA HAVE MIEN RECEIVED. VERIFT POWER AND ROUGH -IN REQUIREMENTS WITH MANUPACTU ER. 2. MAKE ALL CONNECTION$ AND PROVIDE: ALL DEVICES TO PLACE EQUIPMENT IN OPERATION. 3, ELECTRICAL CONTRACTOR TO INSTALL MEW 150ARD AND SPEAKER POST. 4, ELECTRICAL CONTRACTOR TO PROVIDE; POWER TO SMOKE DETECTORS. 5. WHEN THE CONDUCTOR OR CONDUIT VVI« 16 INDICATED FOR A €$RANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE SHALL BE USED FOR THE ENTIRE CIRCUIT, 6. REFER TO THE APPROPRIATE DRAWWw5 FOR THE EXACT LOCATION OF THE EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICW REQUIRE EI-ECTRICAL SERVICE. 1, EQUIPMENT GROUNDING CONDUCTOR6 SHALL M INCLUDED IN ALL. RACEWAYS, 8. EXTEND I' CONDUIT WiTH PULL 6TRIN5.3 TO NEAREST TELEPHONE TERMINAL RACk'WARD (TTS). 6. LED TO �3E ON 0EPARATE CIRCUITS. NO ADDITIONAL EQUIPMENT OR OUTLETS ON TWESE CIRCUITS. 10. CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND CONNECTION OF ALL EQUIPMENT PRIOR TO ROUGH-iN, REFER TO EQUIPMENT PLANS FOR MORE INFORMATION ON EQUIPMENT SUPPLIED 5Y OTHER$_ it. CONTRACTOR SHALL COORDINATE WiTH OWNER FOR CABLES TO a1E PULLED POR CASH REGISTER AND MONiTOR SYSTEM. CONTRACTOR WALL INSTALL CXWER PROVIDED CA51-E6 AS REQUIRED TO MAKE A COMPLETE AND WORKING SYSTEM. SEE iNT-OR MATRON ON SWEET E-3. 12, CONTRACTOR 644ALL COORDINATE ALL LOCAL UTILITY CO. FOR WOW REQUIRED BY CONTRACTOR. CONTRACTOR WALL INCLUDE ALL COST FOR INCOMING OERAC:E6 IN H15 BID TO PROVIDE A COMPLETE !ELECTRICAL AND TELEPHONE INSTALLATIM, INCLUDING INTERIOR PHONE 0RE6 AND WALL JACKS, 13. REFER TO SHEET E-5 FOR PANEL SCHEDULE$ AND RISER DIAGRAM. 14, fETER TO SHEET E-4 FOR KOOF ELECTRIC PLAN. 15. SEE SWEET E-4 AND LE0-1 " LED LIGHT SYSTEM LOCATIONS AND DETAIL$ Tb. INSTALLATION AND LOCATION OF KITCWEN GPCI RECEPTACLE6 SHALL COINFOR1 TO NEC AND LOCAL CODES. iNSTALL =AD RE IN HEADER ABOVE AND 1='ROVIDE DEDICATED CiRO LED TRA146FOR"TE $IGN MOUNT AT LE SKYLIGHT BEARS 10 F__ -POWER PLAN aYM 50LS LEGEND DUPLEX RECEPTACLE GROUND FAULT INTERRUPT RECEPTACLE (P 5IWaL1~ ISOLATED GROUND RECEPTACLE QUAD RECEPTACLE 015COMECT SWITCH lvJ JUNCTION BOX OR EQUIPMENT ROUGH IN PANEL BOARD MleLE WITCH m POWER POLE (SEE DETAIL 1/E-2) 12OV. CIRCUIT .J TO HOOD CONTROLLER KiTCHEN HOOD SHUNT -TRIP BAKER j LOCATED IN PANEL J SEE PANEL SCHEDULE. iT { { { S LOAD i I 1 I { I { CONTACT CI.08r:R { PROVIDED WITH I HOOD. �L { { { I { L J C00<NG EOUIFMENT PERE F OT CT I ON CONTROL DIAGiRAM NO SCALE POWER FLAN SCALE: : 1/4' a i'-& CHASES ACW 61DE OF DRIVE-THRU WINDOW LAN NOT 5 : (APPLY TO SI•IEET$ E-2, E-3, AND E-4) U CONTRACTOR SWALL PROVIDE AND INSTALL TRANSFOFMR FOR SELL ABOVE CrEII.INGF. TRANSFOR-1ER $HALL M EDWARDS SSB, U CONTRACTOR SHALL. PROVIDE AND INSTALL. BELL. BELL SHALL 5E EDWARa$ 011-4. CONTRACTOR $HALL PROVIDE AND INSTALL, ALL WIRING AND CONDUITS REQUIRED TO MAKE THE COMPLETE 5E4L SYSTEM. INSTALL BELL SYSTEM PEI@ MANUFACTURERS RECOMMENDATIONS. 03 CONTRACTOR,3HAL.L PROVIDE AND tN3TALL A 24'X24'X3/4' PLYtUOOD TELEPHONE TERMINAL OOAF-t�. 4I CONTRACTOR 6HALL PROVIDE AND INSTALL A,3* PVC CONDUIT WITH % GROUND WIRE AND PULL 6TRING TO TELEPHONE COMPANY`S :SERVICE POINT. COORDiNATIE WITH TELEPHONE COMPANY PRIOR TO BID. C� NOT USED 0CGNTRACTOR SHALL PROVIDE AND INSTALL. DUCT DETECTOR$ ON THE SUPPLY AND RETURN DUCTS OF ROOF TOP UNIT. • CONTRACTOR 6HALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND MAKE CONNECTIONS TO MOTORIZED DAMPER IF REQUIRE►". �. CONTRACTOR $HALL PROVIDE AND INSTALL CONNECTION TO FREEZER/COOLER REI COTE CONDENSER ON ROCJF. MAKi_ CONNECTION PER MANUFACTURER'S RECOMMENDATIONS. U CONTRACTOR SHALL PROVIDE AND INSTALL CONNECTION TO SOD PRODUCTION COUNTER. CONTRACTOR SHALL COORDINATE CONNECTION WITH FOOD PRODUCTION COUNTER UATH MANUFACTURER PRIOR TO ROUGH -IN. MAKE 0"ECTION PER MANUFACTURERS RECOMMENDATION$, 120/208V 3PH SEPARATE; PANEL, 126 AMP PANEL U 73 AMP LOAD NOT usED 10 PROVIDE DRIVE T14W LOOP DETECTORS AT THE MENU BOARD CANOPY AND OUTSIDE THE; DRiVE THRU WINDOW. MOVIDE A CONDUIT FOR DRIVE THR.I WINDOW LOOP THRU THE CURB, FOUNDATION AND FLOOR SLAB, AND Uig THE DRIVE-THRU WINDOW WALL TO ABOVE THE CEILING. CONDUIT SHALL NOT BE EXF06ED TO THE EXTERIOR. j,. ("J INSTALL 3' CONDUIT IN WALL Fw�m UNDER COUNTER to ApoVE CEILING FOR REGISTER SYSTEM CABLES. INCLUDE PULL STRING IN CONDUIT. LOCATE CONDUIT 6' OFF BACK WALL. 12 CEILING MOUNTED DUPLEX RECEPTACLE (ISOLATED GROUND) FOR CEILING MOUNTED MONITOR. COOK (NATE EXACT LOCATION IN THE FIELD PRIOR TO ROUGH -IN, CONTRACTOR $HALL INSTALL OWNER SUPPLIED MONITOR BRACKET. BTM. OF BRACKET TO BE 62' AFF. 13 PHONES JACK CONNECTED TO PHONE JACK AT DRIV -THRd AND PHONE JACK FOR CREDIT CARD TER"iINAL. CONNECT TO SATELLITE MODEM, 14 SATELLITE MODEM CONNECTED TO SATELLITE ON ROOF. 15 COLON VIDEO MONITOR - SHELF MOUNTED 16 COLO VIDEO LCD MONITOR - PLAT PANEL W/PiVOT MOUNT 17 COLOR VIDEO LCD MONITOR - PLAT PANEL. W/PIVOT MOUNT 18 COLOR VIDEO MONITOR - 6HELP MOUNTED 19 COLOR ViDEO MONITOR - WALL MOUNT BRAC ET 20 COLOR ViDEO MONITOR FOR PRY STATION - WALL MOUNT BRACKET 21 LIVE PHONE JACK. 22 IICY LEEBETWEEN TOP OF TL DOVER T11° Ar-F, S U BOAFVS, 23 SEE IMR. INStRUCTION;a FOR DELPHI DRIVE-THRU TIMER. SEE INTERIOR ELEVATION FOR MOUNTING -s HEIGHT. 24 DEDICATED W/ ISOLATED GROUND WITH THE P06 °SYSTEM FOR DELPHI SYSTEM. SEE 1.11 GR. INSTRUCTIONS POR DELPHI DRIVE -TORI TiMER 120 VAC TRANWORMER POWER 120 VAC w DATA --.._ Itu CEILING 31.4,4— TIMER CONDUIT 4' MIN. CLEARANCE --'J�, JUNCTIM 13OX — SCALE FiFM SUPPRES61ON (ANSUL SYSTEM) PULL STATION BELL PU6H BUTTON E DWARDS #B-52 0 '__\ 120 V DETAIL IN OFFICE i"4 TO REG, OUTLET AND OFFICE 20 Aril~' I-VITI =*- 5M POWER supPi_Y IDETAIL NOT TO SCALE 3 C XINTER DUPLEX RECEPTACLES ON AN ISOLATED/DEDICATED DAISY CHAIN 2 DRIVE THRU QUAD SECEPTACLE6 ON SAME CIRCUIT I DUPLEX OUTLET IN OFFICE ON SAME CIRCUIT I CIRCUIT BREAKER FOR t DUPLEX OUTLET WHICH A BATTERY WILL BE PLUGGED 1 2r -T PIGTAIL WITH STANDARD MALE PLUG ON TWI" SND TO PLUG INTO BATTERY o CIRCUIT PANEL. m m COUNTERS d u dq 00 00 OTO_0� u d q 0 Y d g 0 1f rIC7D 24 IARY 'ERVER RReCEIF'T PikINTER ---------------- D et I A CHAIN/fREGISTER DETAIL NOT TO SCALE SLICER CRT PONT I F/C CRT PORT 2 F/O CRT F` oFr 3 CH I CH 1/5 CH 11 BUMP BAR BUMP 5AR BUMP BAR M Ed] Ir i "RIA', LA D=—�' 1/ A-11 I I UNINTERRUPTED\ ll J POWER SUPPLY \ DUPLEX OUTLET At FIRST ON CIRCUIT 102" AFr-. IN WITH 4' PIGTAIL , ADDITION TO OTHER � OUTLETS INDICA (110v PLUG)TED A,o11 ON 3+�41"�T km2 '.� -- ........._, U—) P3* TAT4..� t -- — -1 I 6EE DETAIL 1E-3 N ALL ®� � I I i 11 DUPI.E OUTLET' -- I AT STER CWAIjV DUPL OUTLET / �� d IL, AT t $TER I / I�¢iISTER / /LFCATI / aI Jrf16 NO OUTLETS , 17 I I REGISTERS C.OUN R 11 / POWER FOR MONITORS --/ - - PROVIDED IN 1 � /TYP. AT 3 LOCATIONS SLICER TABLE � J WITH PULL STRING NOTE. POS DATA CABLE I I I I TO Be PULLED WITH FEMALE END AEX;NE CEILING -- 4 i 4Ltj I I QJAD -- 11 +21 11 RI�CEPTACLE $,IAD RECEPTACLE ACL E AT 21' APr-. 15M F05 5Y5TEM FOWL PLAN NOTE: SEE SWEET E-2 FOR ADDITIONAL, POWER INFORMATION, NOTES, AN® LEGEIp3. ALL RECEPTACLES ON THIS SHEET SHALL efz ISOL.ATED GROUND Dr-WICE6 6UMP 5AR 5UMP CSAR BUMP 5AR 20 19 F/P CRT PORT I PIT CRT PORI' 2 SPEC CRT PORT 3 CH3 CH 5 CH a oo d000q�q Or� o0 OO o0 Og0O' �00 qd Od 40600000 �00 OO q0 O0 qd 004.0 NODE 25 NODE. 30 SECONDARY rPRYIER ORDERS TAKIES RECEIPT PRINTF �qq 9q ♦q YO OY DO oo oo qo nw vv vo II NODE, 2' ORDER RE F, O9 APo &222 I4U5 U DELL PC NC7UJOeK: DIAGRAM SAMSUNG 1.45ER PRINTER 0) Q 0 ti.! 4 ca Q x L1 7- c) 9 Cj LL �j w zW 4. <r wac� w Qum OL < ooT 0- Lx u LLJ Ck. w Q ter. x:ua� �- V) 0 w CX u CD �- W G © V) �xf w cn ua V) uaw-= <r<. LJ i V) Nib- CD� C7 n 4 e •,tea, c- ea �a n; �t rte- � o � I� r � a � Q r qa 4-' V) LAJ Jc V) 0 U- ) i/V FFF i V) Nib- CD� C7 n 4 •,tea, 6 ea •m n; �t rte- I� r V) LAJ V) 0 U- ) i/V V) O C7 •,tea, •m MEDIUM BEAM PARABOLIC FLOOD LIGHT FM3-22 SERIEv B -Y" RUUD LIGHTING WITH PM459-MU, IWO W METAL HALIDE BULB TO BE LOCATED ON ROOF FOR FLAG POLE LIGHTING 3ALLA5T COMPARTMENT COVER -AMP HOLDER HINGE ASSEMBLY SET SCREW ROOF MEMORANE AND FLASHING MOtNTING BRACKET RUUD I=Citl-1 WITH DIA. BOLTS. 2 1/2' DIA. GALV. PIPE (THRU BOLTED TO ROOF MIS$ BELOW) MOUNTING BRACKET W. 3/8' VIA. BOLTS: 2 1/2' DIA. GALVANIZED PIPE (THRU BOLTED TO ROOF TRUSS TOP AND BOTTOM CHORD) PRE-ENGINF-ERED UJOO® TRUSS FLA G LIGHT K7�� DE.TAIL CONDUIT BY r, BOO BsTEFrEDY EX;. 1 I { STAINLESS STEEL CLAMPS BY I.C. ROOFING i i . SPUN ALUMINUM FLASHING I 6ASE 5Y E.r,. I 4' RIGID INSULATION ROOF DECK - CONDUIT BY E.C. rYPicAL Rove � PENETRATION_ 10W WATT Ll5Hlr FIXTURE ON ROOF FOR FLAG F01-12 LIGHTIN(5 VERIFY IF FLAGPOLE WILL BE USED ON SITE AND E=XACT LOCATION WITH DIRECTOR OF CONSTRUCTION, SEEtaETAIL UE -4 TRAN6FORMER5 . i THRU 4 _ _--_- -_ -- LED LIGHT r-------------------_ I SYSTEM I I 1 I i I _ I I VIA LIGHTIN CONTACTOR I I I 6® AMP P ISCONNECT �6U1��II P W1 RTU I I I I � I I I I I � I � I I i I I I f I I I I I { I I I I t I I I I , MAX I_-_ - - --, LED LIGHT 6® AMP DISCONNECT WJ P. G.1= 4 -- SUPPLIED lU/ RTU / RUUD ROOF LIGHT. SEE DETAIL 3/E-4. (TYPICAL OF 4) TRAN5FORI!vIERS 21 THRU 24`, RECTANGULAR FLOOD LIGHT I-Pn SKIES BY RUUP LIC- HTING WITH LPR3411-M,175 W METAL HALIDE BULB TO 1;3E LOCATED ON ROOI`- FOR ROOF LIGHTING LENS FRAME U1/ TEMPERED GLASS LETT$ HINGE AS5IEMS1- WIRING CRAM F ADJUSTABLE _ FITTER CONDUIT FROM BELOW 0 s ROOF L IGHT i1 DETAIL LAMP HOLDER REFLECTOR DIE CAST ALUMINUM HOUSING SET SCREW ROUE MEMBRANE AND FLASHING MOUNTING BRACKET RUUD 1-2 WIT44 3/$" DIA. BOLTS; 2 1/2' PIA. GALV. PIPE (THIRU BOLTED TO ROOF TRUSS BELOW) MOUNTING 51RACIKET W. 3/6' DIA. BOLTS; 2 1/2' DIA. GALVANIZED FIFE (THRU 501TF-P TO ROOF TRU55 TOP'S AND BOTTOM CHORD) F'FE-ETIGINEERI D WOOD TRUSS r--------- •-------� I I --------_�---_.-_ a i I Oma' o --------------------------- -__ -- MX. - -� TISF0RMER3 5 1T14% 2 I------------ = -----I --�--- LEP LIGHT SYSTEM ROOF PENETRATION M15" LIG1.4T ---- EE � F�,ADIO ANI7 SATELLITE .----•- YS1 I Sysiv , SDET-Au -zvE I _..----• �-^-- 30,4-3P N.E. �" _ NEMA 3R . �--- DISCONNECT I SEE RISER DIAD -~ `� '~� DISCSWITCH ON SHIA1wT E-5. ��"� BY E.C. I LD -6 euiP. RTU -2 Q BOTTOM POWER BOTTOM POWER AND GAS ENTRY AND GAS ENTRY SEE RISER DIAGLM ON SHEET E-5. ' .. �" UJ,P. BOTTOM POWER AND CCAS ENTRE' F2-31,313 II1�. j W _ I 1 ommomomm l,n-a 30A-:31* NF. NEMA 3R DISC(wNECT P2" WITCH BY E.C. P? - F'2-(1,3,5) / ImO WIRE i I I i I SYSTEM ' LED LIGHT ' 13 TN1�t,4 16 TRANSFO R$ A -2F' NF, TR ANSFORMEkS _ -_ -- '_ IdX. --- --- - NEMA 11-CNRU 20 D15:ONNEC1 I BY 24' MAX. Q O I I SYSTEM _ - -- - -_ ----------------------------------------------- r ------------------------ LED LIGHT I { 1 I I I Pi -2 VIA t------_-___--_._- � LIGHTING CONTACTOR ROOF FOWER SCALE a 1/4' m 1'-0' <' L SEE SHEET E-2 FOR ADDITIONAL POWER INFORMATION, NOTES AND LEGtFNbS 2. SEE °$HEFT LED -1 FOR REMAINDr2R OF INFORMATION ON LED 3. ALL TRANSFOFMF,;s FOIA LED LIGHT SYSTEM TO BE LOCATED 13ELOU1 Roos PI -4 VIA LIGHTING CONTACTOR 03 A. In SUr'1''l.IEi� UJ/ RTU 0 � r,Q LD -1 Q 0 RISE4R DIAGRAM %4rzET E-5. 0 AMP DISCONNECT SUPPLIED W/ RTU =0 1 ommomomm l,n-a 30A-:31* NF. NEMA 3R DISC(wNECT P2" WITCH BY E.C. P? - F'2-(1,3,5) / ImO WIRE i I I i I SYSTEM ' LED LIGHT ' 13 TN1�t,4 16 TRANSFO R$ A -2F' NF, TR ANSFORMEkS _ -_ -- '_ IdX. --- --- - NEMA 11-CNRU 20 D15:ONNEC1 I BY 24' MAX. Q O I I SYSTEM _ - -- - -_ ----------------------------------------------- r ------------------------ LED LIGHT I { 1 I I I Pi -2 VIA t------_-___--_._- � LIGHTING CONTACTOR ROOF FOWER SCALE a 1/4' m 1'-0' <' L SEE SHEET E-2 FOR ADDITIONAL POWER INFORMATION, NOTES AND LEGtFNbS 2. SEE °$HEFT LED -1 FOR REMAINDr2R OF INFORMATION ON LED 3. ALL TRANSFOFMF,;s FOIA LED LIGHT SYSTEM TO BE LOCATED 13ELOU1 Roos PI -4 VIA LIGHTING CONTACTOR 03 C9 U 00 m w"' o U) Fes--• � v 7I•'1 A. In 0 0 � r,Q w - Q 0 LAJ 0 LLA =0 vi V)tu T w v- f-141 c j- LLJ 3: �0 �c�vl uww I-- 0_ V) O u- f p 0-r u 0- CK 0 IL U a_w L,.1 �� •=t mow__ u, LTJ -� CC rx Ld a V) z f� Ld J j Q w V) w w C CK L ZI C9 U 00 m w"' o U) Fes--• � v 7I•'1 A. In 0 0 Ib w - Q 0 LAJ C) LLA =0 V)tu v- f-141 c j- LLJ 3: A. In 0 0 Ib w - Q 0 a D� Q" 0 wo r u� (9 9 1 I- w .t iW q, D���g n� y; Y. D� Q" 0 wo r u� (9 9 1 I- w .t iW q, D���g n� PER THE SIZING FORMULA IN TABLE 1003.5.1 OF FPC 2004, THE FOLLOWING .IS THE REQUIRED GREASE TRAP SIZE: _. S = sa Gs ` 10 HR = 13 LF EFFECTIVE CAPACITY = S x G3 x HR/12 x LF 1-kP 'A 15 00 x 10 x 13/12 x = -73-1 GALLONS A 1,000 GALLON GREASE INTERCEPTOR IS PROVIDED. '1 "r) C> V 0 { I I I L -----------------'-J r ---------_---------i 1 t I ! ! I t l I --------- 'LUIfUi � I FLAN t-40 E-5 IN:-ULATE HORIZONTAL $TORM PIPE WITH 1/2' ELASTOMETRIC INSULATION. D 4' SCHEDULE 40 PVC DRAIN FROM ROOF. HUB DRAIN FOR PREsz 1COOLER CONDENSATE LINE By JAY Ri St" IITH_ ----P `1-0 b -r Q;L YY1 'pit„ p. j 0 0 PROVIDE 6' CONDUIT ABOVE CEILIW, FOR SODA lgN6, MAX. ELBOW 45" OR 3'-O' RADIU5 .WEEP @ F'Rovm FLOOR DRAIN, UNDER. FLOOR MAT FOR. 5ULDIWA5 LOCATED IN KENTUCKY, INDIANA, OHIO, MICHIGAN, MINNESOTA, AND PtNNSYL.VANIA, VERlrY IF REQUIRED WITH WITH RTM CONSTRUCTION MANAGER NOTE. 1. RUN POP LINES THRU INSULATED SPACE IN CEILING 2. SWEEP ELBOW$ ON ALL UNDERGROUND CI-IASES. 3. NOT USED. 4. ALL WASTE PIPING 9I-101tN IS LOCATED BELOW FINISHED FLOOR U.N.D. 5, ALL VENT PIPMG SHOU.N I5 LOCATED A50VE FINISHED CEILMS AND IN51DE WALLS U.N.O. Y C.C. --------.-._.-----___-. j ! I f 1 I E l LUAST€ ANE) VENT LUME3IN f�G FLAN Y C.O. 4' WASTE to GREAvE TRAP SEE CIVIL DRAWINGS FOR GREA$ETRAP DETAIL$ 4' r \ 2- 1 / 4' F.D. 4- - �Y 3' �41.15 DRAIN � �a i King SEE SITE 4'F.$. 4' F.S. yi 4' F.D. 4.Fv. 4' t/-4' FCD _._._ 4' \ ` I INK 2 2N-14' ' I 4' F.D. 4" I tt!_ 4 F 17. 4° F.S. I 'rr i 11 .y0 � 4TFD, 4 PJZEMVEP IN CONCRETE DEWALK AND TO DISCHARGE ADOVE PRIAWAY DROP DOWN TIGHT TO CORNER 1 1/4' COFI:'ER CONDENSATE LINE PROVIDED $Y PLUM150,ra CONTRACTOR - SEE NOTES Oil AND 012 NOTE= SEE CIVIL. DRAWING5 FOR GREASE TRAP DETAILS PIIS EMBEDDED IN CONCRETE SIDEWALK AND TO DISCHA� AI, 0VE DRIVEWAY 4' VTR -3 -l1VlG 4°F D. 4' - J M, t � z'- • l \A` F-4 i 3' I D, F G.O. WALL W.Q. WASTE AND VENT R,l5 Iii«•r .Ia,,� ?����!=.I�x.:^ Y C.O . MAINPOL,D f 1', 2AOOM E DISCOMECT PIIS SUMO `'FULL SIZE I fi K) x 112' W4cw ON SHUT OFF VALVES AT FIXTURE6 SHUT E VALVES At NON EZE W-6. AL FIXTURES p 1121 H4CW ON I 1/2' HW i 1/2' 1 FQ2 .-. - CUJ I 0 3/4' CW ON �Iryi�, 1 — TER RE0 -- VALVES T MOUN6UA FIXTURES LAY -IN CEILING _$ E DETAIL 4/P-3 COLD WEATHER Fr— AS ONLY 1-1/2, r_W ON 112' CW 1 4.luu r-� HW AND CW SHUT CFF VALVES 1/2' Cul W/ %,1UT OFF 61 BELOW CEILING TO 11ACW-CARBONA PVC CIN,ASE �( ` ABOVE CEILIWx Tw T Opp f VALVE VA LVS ---i 1/2' Cul TO POST MIX - - - - � j - I�i��� ■ 111I�1■I1� -- RfFY it WITH N ER'S " Rrl i tir . tlRepRe6ENTATIVE 1SQTTOM Pot JER AND GAS'IdiRY I Rit,lwa I TOM GAS igistlkY GAS UP THRU INTO C_ J L J ROOF INTO . _. RTU CURD AT °GA/C 1' Gx A/C 1 1J4 G A/C • I RTUA t —I -es -Lily'- ROOF I INTO CUA AT -%o RTU iRED CJU. j YrCEILING ANDGAS _ t -'2 4 ------ DOU>I+1 TWR,I !/F W /�/ WALL 1 if /` CEILING FOR SHAKE ---f`��-- - - rT�� A RISE NOT TO `SALE f 1/2' FALTERED CJJJ. TO ICE J MAKER 0011N FROM CEILING PLUMBING F- -2) 1p t � war Y. �... •, .-� - � r t �•. t I A. w Nt,,�,�i. Ii f11riN�% r,.,. 1►�► � ":n.. :�� I. �!I it it �i�� M' t,NO a w TO ICE MAKER000 I 3 I ---- I FOR -- — 2-1/2,G ON GAS Pin VMS SEE GA6 RISE I 1 1. I/2' G ON NON FREES WJ3. { . t AUTOMATICV - GA6 VALVE CONNECT TO HOOD Pin PROTECTION +-MAIN REMR TO SITE AN FOR ORIENTATION CTAS METER TOTAL. LOAD ,JW_v MBH oll W.C. CONTRACTOR $HALL. COORDINATE AND INCLUDE ALL COST IN BID FOR INSTALLATION OF GAS OERVICE. FLUM ING -PLAN NOTES (Din, TRAP PRIMER (JR. SMITw 1/2' COLD WATER POUlN TO FLOOR DRAIN 2� PROVIDE k+' CONDUIT ABOVE CEILING FOR SODA RUNS AND CARBONATED COLD WATER FILTERED COLD WATER DROPED DOWN THRU WALL. PROVIDE 3/S' COPPER QMN TO OI,IICK P*CONNECT, AND 3/8' PLASTIC FROM 1:0C ", ECT TO AUTOMATIC WATER FILL AT CVAP. NOTI�_t 1. RUN POP LINES THRU INSULATED SPACE IN CEILING 2, GAS LINES MALL BE ROUTED ABOVE CEILING UNLESS NOTED OTHERWISE 3. PROVIDE 4' X 4' TREATED LUMBER 51.00KING FOR GAS PIPE SUPPORT ON ROOF V-0' ON CENTER MAX. U714 PIPE STRAP. 4. ALL DOMESTIC WATER PIPWG SWALL M ROUTEV ABOVE CEILIW3 UNA. N?. ALL PIPING BELOW SLAB TO HAVE S/4' ELASTOMETRIC INSULATION. A6 METER LOAD WATER HEATIN-x LOAD 150.0 M H KITCHEN LOAD 350.0 MSH HVAC LOAD 4WD MSH TOTAL. LOAD o m5w all wc. TO 5AG-IN-THE-15OX CUNO WATER FILTER SYSTEM _ }._ W4ClU _ ON _J I 1-1/2' Co. Ulm 1/2' W ON DN SI E WATER ENT DIETAIL I/P-3 I PROVIDE I' SUPPLY BURIED V C LU. FROM I MAIN THRU WALL. FOR �SUMY TO METER, PROVIPE 2' LINE IRRIGATION SYSTEM iFRom METER INTO BUILDING GFt`t i7l= S1.O HAND DRINK DISPENSER AT DRIVE THRU SELF SERA DRINK O15PE NSER 'z TO pa9'i Mac 6O' A -r - FILTERED WA1r=R TO ICE MSR AT SELF SERVE DRw DISPENSERS NOTES CONTRACTOR TO VERIFY LOCATION, SPACE ALLOCATION AND INSTALLATION DETAILS 1EFOtE STARTING INSTALLATION 3 , WATER FILTER SYSTEM ICE MAKER PLum5NG NOTE5 L COLO? AND HOT WATER. PIPING ABOVE GRADE SHALL 13E TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM 5-89 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. JOINTS SHALL BE MADE WiTH LEAD FREE SOLDER, J.W. HARRIS 'BRIDGIT' OR EQUAL. COLD WATER PIPING BELOW GRADE WALL BE TYPE K COPPER TU51NG WITH CA5T OR WRO,IGHT FITTINGS AND JOINTS SAME AS ABOVE GRADE. JOINTS 5WALL NOT 5E PERMITTED UNDER FLOOR SLABS. WATER PIPING BELOW GRADE THROUGH CONCRETE SHALL 5E PROTECTLD W1T44 PLASTIC $LEE-VE6. 2. $ANITART WASTE 4 VENT, AND 5TORM DRAIN PIPING A50VE GROUND SHALL 13E NO-HU13 CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40) DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL .NOT BE LOCATED IN RETURN .AIR PLENUM SPACES. 3. SANITARY WASTE 4 5TOR'1 DRAIN PIPING BELOW GROUND SHALL BE CA5T-IRU_SW ON WITH P -ON JOINTS, OR $cHEDULE D!W PYC WITH SOLVENT JOINTS, 4. ALL HOT AND COLD WATER .PIPING AND HORIZONTAL STORM DRAIN PIPIW5 (INCLUDJNG ROOF DRAINS) ABOVE GRADE SHALL BE INSULATED WITH ,112 INCH NOMINAL THICKNESS PIPE MULATION- SEE 6PECJFICATIONS. 5. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURE$ WALL 13t IN$ULATED WITH $ELPwSEAL ARMAFLEX 2000 OR -EQUAL., 1/2' WALL T1-IICKNES6. INSULATION SHALL BE WHITE IN COLOR AND SHALL FIT SNUGLY AROUND PIPING. 6- ALL PLUMBiNG WORK SHALL BE IN ACCORDANCE WITH THE STANDARD PLUMBING CODE AND ALL APPLICAP,LE LOCAL CODES AND ORDINANCES. 1. ALL PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED WITH CHROME -PLATED ESCUTCHEONS AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS WALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE PROTECTED A$ REQUIRED BY LOCAL CODE AUTHORITY. 6. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL 5E SET FLUSH WITH FINISHED FLOUR. 5. ROUTE T 4 P AND VACUUM RELIEF VALVE D15G1-IAS FROM WATER HEATER TO NEAREST FLOUR DRAIN. l0. ALL P1PM ABOVE GRADE SHALL BE PROPERLY SUPPORTED. 13Y THE BUILDING STRUCTURE AND WALL NOT REST ON CEILING TILE$ OR CEILING STRUCTURE. 11. SHOP DRAWINGS SHALL BE 5U5MITTED TO AND REVIEWED 5Y THE ARCHITECT PRIOR TO ORDERING, PURCHA5ING, OR FABRICATING AN7 MECHANICAL EQUIPMENT. SHOP DRAWINCaS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED ON THE DRAWING$t PLUM5JNG FIXTURES AND TRIMt WATER HEATERS AND ACCES"aORIEat PIPE, VALVES, AND FITTINGSt INSULATION. 12. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND R4QUIREMI NT5 OF ALL PLUMPING E:WIPMENT WITH THE ELECTRICAL DRAWINGS, AND WALL FURNISH EQUIPMENT WILD FOR THE VOLTAGES 6WOWN THEREIN. 13. WATER PIPING ROUTED ABOVE CEIL INGB AND 1N EXTERIOR WALL£ SHALL BE ROUTED ON HEATED 51DE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 14. ALL PLU-15i -3 EQUIPMENT SHALL BE IN5TALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 15. ALL PLUMBING EQUIPMENT AND -SYSTEMS SHALL 13E GUARANTEED FM A PERIOD OF ONE YEAR AFTER START-UP. 16- ALL PLUM5iNG P- WIPMENT, PIPING, INSULATION, ETC. iNSTALLfD IN HVAC PLENUM $PACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTiBILITY. ll. NATURAL GAS PIPING ABOVE GRADE SHALL BE SCHEDULE Ora BLACK STEEL WITH WELDED OR $CREWED JOINTS, EXCEPT THAT -GA5 PIPING IN HVAC PLENUM SPACES WALL BE WELDED. NATURAL GAS PIPING BELOW WADE WALL BE SCHEDULE. 40 13LACK STEEL WITH SCREWED JOINTS, COATED WITH BITUMASTIC AND WRAPPED WITH KRAFT PAPER. FLUM51NG FIXTURE SCH DUL ' UNLESS OTHERWISE INDICATED, NUMBERS ARE AMERICAN STANDARD, EQUAL PRODUCTS_ KOHLER, CRANE, EL.JER, OL60NITE, SPERZEL, DELTA, MANSFIELD, SIMMON% BRADLEY,GERBER, CI NTOCO, HAL5EY TAYLOR, FIAT, -WILLIAMS,URN DELANYCHURCH, BST RNIrNC~. F -I WATER CL T - FLOOR LOON M aUNTED -FLUSH VALVE - OPEN FRONT AT LESS COVER: - AMERICAN STANDARD R D RD 22 34.01$. ELONGATED 1'�ADE1�A WATER SAVER, SIPHON JET, 13OLT cAP5. PROVIDE ZURN AQUAFLUSH FLUSH VALVE ZER6000AV-CPMW$I F-2. WATER CLOSET - FLOOR MOUNTED - FLUSH VALVE - (HANDICAPPED) - OPEN FRONT SEAT LESS COVER: AMERICAN STANDARD 3043.102 ELONGATED, MADERA, 15' HIGH, 61PHON JET, BOLT GAPS. PROVIDE ZURN AQUAELUSW FLUSH VALVE ZER64900AV-CPtlW6L F-3. URINAL - WALL HUNG » HANDICAPPED: AMERICAN STANDARD 6541.132 ALLBROOK VITREOUS CHINA WALL HUNG, SIPHON JET URINAL, WITH 3/4' TOP SPUD, 2' OUTLET CONNECTION, WALL HANGER, BOLTS AND WASHERS. PROVIDE✓ ZURN AQUAFLUvW FLUSH VALVE ZER6003AV-GPMW51. WITH WALL CARRIER. J.R. SMITH 0644-2 F-4. LAVATORY WALL 1-LM-HANDICAF'P1=D- SINGLE LEVER - GRID DRAIN. AMERICAN STANDARD 0355.012, LUCr:RNE-VITREOUS CHINA WALL WUNG LAVATORY, PROVIDE REQUIRED ACCE$WRIES f-5. MOP SINK - MOLDED STONE: PIAT "$B-2424,24' 24' SQUARE X 10' HIGH, WITH 0830 -AA FAUCET, va32-AA-30 W05E AND BRACKET, "9 - CC -24' MOP HANGER, OL -11 -AA VINYL BUMPER GUARD, 0633 -AA SILICONE SEALANT. EQUAL BY STERN-WILLiAMS. GALLON CAPACITY OUTSIDE~ DIMENSIONS LENGTH D HIWEIG14T FIXTURE ® 1515 WASTE CONNECTiON 140T WATER SUPPLY COLD WATER WFIPL-f CD DRAINAGE PRODUCT5 UNLE5$ 0T14F_RWI5E R+tACATED NUMk3ER5 ARE JAY R. 6MtTH CO -EXPOSED CLEAN OUT - FIN15HED AREAS JAY R. SMITH FiG. 4410 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO REGEI`,/E .1/2' Tf4ICK.8TEEL BAR STOCK, FCO -TILE FLOORS JAY R. SMITH FIG. 415) G.I. CLEAN OUT WIT14 GASKET SEAL THREADED PLUG FOR EA5Y REMOVAL, ADJUSTABLE ROUND NICKEL 53RONZE TOP REC:E55ED FOR TILE. WITH SECURING SCREW, 5PEEDI-SET OUTLET CONNECTION.. TCO -EXTERIOR PAYED/CCiNCRETE AREAS JAY R. SMITH FIG. 42614G.I. FLANGED HOUSING WITH HEAVY DUTY CAST IRON COYER, LIFTING DEVICE, GASKET SEAL 'THREADED PUG, Y.P. 5CW5 IN COYER, YCO-EXTERIOR UN5UR -AC)_D AREAS SAME AS FOR PAVED/CONCRETE AREAS EXCEPT CLEAN OUT SHALL BE SET IN 24' X 12' CONCRETE PAD FLUSH WITH SURFACE, FD -FLOOR ORAIN5-TOILET ROOM JAY R. SMITH FIG. 2005 -Y -A -NB -P-050 FLOOR DRAIN WITH NICKEL BRONZE STRAINER AND TRAP PRIMER CONNECTION. FI) -FLOOR DRAINS -GENERAL "- RPo6EIf tECHANICAL Room JAY R 5MIT14 FIG. 2350 -T -NEI FLOOR DRAIN WITH 'SAFE -SET' BUCKET AND ADJUSTABLE TOP. DEEP SEAL P TRAP TO 13E PROVIDED 5*r PLUMBING CONTRACTOR. F5 -FLOOR SINKS -KITCHEN AREA JAY R. SMITH FIG. 3100 -Y -NB $ANI- CEPTOR WITH NICKEL BRONZE TOP TP -AUTOMATIC TRAP PRIMER - USE WHERE REQUIRED BY LOCAL CODE. JAY R. SMITH FIG. 2699 CAST BRONZE TRAP PRIMER WITH AIR PORTS ON THE BODY TO PREVENT 51PHONAGE OF TRAP WATER. USE WHEN FC OR Wil ARE REMOTELY LOCATED OR ABOVE THE CEILING. TP -TRAP PRIMER - USE WHERE REQUIRED BY LOCAL CODE. JAT R. SMITH FIG. 2(t7W WATER SAVER TRAP PRiMER WITH 1-14' INLET AND OUTLET, Il GAUGE 6ATIN, CHROME -PLATTED P -TRAP.. MAT 5E USED WHEN FD OR HD ARE CLOSE TO F1xTURE. WH -WALL • HYDRANT -EXPOSED JAY R. SMITH FIG. NON FREEZE 3/4' CAST 15RONZIr, HYDRANT WIT44 BRONZE CASING, INTEGRAL VACUUM BREAKER, CHROME -PLATED FACE, AND 51ZED'114 ACCORDANCE WITH WALL THICKNIES5. ' RD -ROOF DRAIN5- JAY R. SMITH FiG. I010-T-R-GL-C.I.D. ROOF DRAIN WITH SUMP RECEIVER HB-HO$E BIBB WOODFORD t24 HOSE 6IE55 FOR INSIDE USE WITH VACUUM BREAKER,15ACOLOW PREVI;NTER. 5CHEDUL -FIXTURE CONNECTION MARK MODEL MINIMUM SIZE OF UTILITY TO FIXTURE FIXTURE ® FIXTURE TYPE WASTE CONNECTiON 140T WATER SUPPLY COLD WATER WFIPL-f F -i WATER CLOSET 4' F"2 WATER CLOSET HANDICAP 4' F-3 URINAL HANDICAP 2' -- 3/4' F-4 LAVATORY 11/4' 3/g' 318, Fry, MOP 51NK. 3' 1/2° 1/2' NOTE.: ALL WATER CLOSET$ TO BE PROVIDED WITH ZURN AQUAFLUSN FLUSH VALVE ZERO 000AV-CFMWsl. URINAL TO 5E PROVIDED WITH ZURN AaUAFL.USN FLUSH VALVE ZER(o003AV-GPI"' W5I, THESE ARE 5ATTEERY OFER4TEP FLU5N VALVES. NOTE: ALL LAVATORIES AND KITCHEN SINKS TO BE FURNISHED WITH CODE APPROVED TEMPERING VALVES V") f- ><+Y^y.'t.,.. h�#P,i}xnisicb.� Y+trr�+ 2i'�'•1€#a- t " §� tsatl44�F ?airs rC�.�� tkYX.�.6`+�tS.th' z+F V`�.<!u}E`t,�sf�f ✓�rl ks �r ��x J�{ i���t �i kyr 1���A ���N HC��� �5h s� }2�'� rrt { r [ u{ J a d y � t t f 1 4 3 �7ritr i} T �'ativi ss r ti 'MMN >-q v�� tyr �YFr a €PCt nzti5�1'c.r� z {{"4 �4 �4 •` t 5i st'1:J t 7 �� 1v n t .t `{ r f > rf ys' ZYyo'l,. ! 5 t tf 2 $S �`��.F t J - 4 ? ! f i t l 2 tY ti •? •r . 2 aivi xe r�t� t.. i(r' r d�,.. �I4 X111 1 r + r aha• r �,l' [ �� v.. yS+ r+� I ''a 4 1 } 5 *NI H--�• G i S Ir?, 1Iy'`�lfa i '�}trt bC jfl. s f�Y,z.G �is3a4i�`6115k 'tv^CF 551 Lft t� ti,t k' l�fi ltl 7i7 r.�S'4�; i(: �t S } Erei •tr,'""ff ,x i b as ��a �yry .''tet' rr hf! r,� r�tr, iiG r''', > 1nv"�� i 33 �� ...... £.it�l�" - Y *c'S'?t x'^Fc3i'f�Af1'`a�' -F �..-'r..t ....G,.�>.o...:.scz.Tn�-,er NXu���. ar*� ��`F`.::T ,vrss3� c��3?.'•Gsc'�^�..f.�"..2'1. .'�".��Gzr`�Z .�Y.4,.-'�r:,.,: PLAN --' n n ----`-.'J' 4 1 F R ,v\Vy,\&, !• - gyral r �r . „ v �r. n p 1` a ,.midFY9 Al 1.1 n R11 @R rl 1;f r •J R E')L C T 10 N EA5E INTE EFTO*R DETAIL �iC�T TO :aG,�1Lc PRINCIPLE REDUCED PRESSURE, RACKYLOW PREVENTER GONG. 5LAB 5 HEDUL -GA5 WATER NEATER MARK MODEL ACCESSORIES GWH-1 A.O. SMITH 03TC IFi4 IBOO RJ 5111, W GALLON TANK WITH 140GPH RECOVERY AT 100' RISE SEE DETAIL 2/P-3 HOT WATER INLET MAIM WATER RECIRCULATION PUMP--.--__ r +1 I J-IOT WATER TO FIXTURE IN WALL I I LAVATORY " 2' C.W. SEE FLOOR PLAN PRE55URE GAUGE PRESSURE REDUCING VALVE _/1� WATTS 0 223$ 1.1/2' TO FLOW v AT 80 GPM 1010 PSI FALL OFF SET AT 10 PSI STATIC ---WATER METER 51 c Qf" DEMANP - - GATE VALVE -- -_ UNION - SEE CIVIL DRAWINGS FOR PIPE SLEEVE BFP AT WATER METER REFER TO SITE 2' C W B/F DWG FOR cONT1NuAT04 i` WATEFN E--NTF-,,,,/4N ID TSA i '- COLD WAT1=R INLET MAIN '- - - SHUT -OJT VALVEt TYP. I t 1 ELECTRIC OUTLET BY OTHERS I FINISHED CEILING LINE ' COLD WATER TO FIXTURE" IN WALL I. NOTE: WATER RECIRCULATION PUMP TO BE LA1NG AUTOCIRC AGT-303-13TW: WITH WALL BRACKET AND 6'-0' LONG ELECTRIC CORD WITH PLUG, 03 AMPS 12011 Ci IN COLD WEATHER AREAS ONLT VERIFY WITH C. WNER'5 CONSTRUCTION REPRESENTATIVE H O -T WATER RETURN 4 OYSTEM DETAIL (Al V v "5 r 1 4 1. �I ' P vt , EXPANSION TANK \� LIKE 54G OP-S� r -=TYPE 'VENTING / SEE FLOOR PLAN FOR ftT44MJ ROOF ,% 81.7..E DI ELECTRIC - U1kON, TYP. AFL'E'GAS 0:: CW 1�-i_ K' SHUT OFF 'VALVE, TfP. \.___..-....CHE=CK VALVE TYP. a ` ,/ ".-.M FULL SIZE PRESSURE 4 r I)=1'iP RELIEF VALVE s - RELIEF VALVE P'19CWAt� PIPED TO ADJACENT MOP SINK J -IF- 1 \, � DRAIN VAL VE WITH .HOSE END CONNECTION T \ 14 �1 � �__�.... GAS DIRT LEG. AS WATEF HEATER ETAIL _3 iNOT TO 5GALE rK V 0 VICINITY MAP SIT 1 V LOPM SOUTH ORLANDO DRIVE NOT TO SCALE MAP PROVIDED BY }\ 5 STATE: FLORIDA = �✓ 1. OWNER/DEVELOPER: C4 i k \ g 35 TECHNOLOGY PARKWAY SOUTH 1) SITE IS LOCATED ON SOUTH ORLANDO DRIVE IN SANFORD, FLORIDA. two full buslnoss days beforo digging. Call 10 days before digging when digging underwriter. SUITE 170 � 5 NORCROSS, GA 30092 2) SEWER SERVICE PROVIDED BY DEPARTMENT OF WATER & SEWER UTILITIES. 5 (T) 678-684-4600 WATER SERVICE PROVIDED BY DEPARTMENT OF WATER & SEWER UTILITIES. I J�krr�.7pB (F) 678-684-4692 C12 LIGHTING PLAN 7 3) THE EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES DeBary, FL 32713-9703 PHONE: 256-553-9776 SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH ANY LAND Mr. Marvin Usry 2. CONSULTANT/ENGINEER: DISTURBANCE ACTIVITIES. . ` fli(lwft,t mr i Sonny Jarock 1025 Eldorado Blvd Mapping Coordinator 450 ST. FRANCIS STREET 4 ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE ORDINANCES ) TALLAHASSEE, FL 32301 AND CODES. FLORIDA AND INCORPORATED AREAS PANEL 45 (IF 250 (877) 591-8891 CONTACT: MARC NEWMAN 5) ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL I s 3. ORIGINAL AREA' 0.823 ACRES FIELD CONDITIONS SHALL BE IMMEDIATELY MADE KNOWN TO THE PROPOSED AREA = 0.915 ACRES ENGINEER. IMPERVIOUS AREA = 0.59 ACRES = 64.4% (BASED ON PROPOSED AREA) SATE 4. ZONED GC -2 - GENERAL COMMERCIAL DISTRICT I FRONT SETBACK = 25' VERIFY LOCATION OF SUCH.,PRIOR TO ANY DIGGING. SIDE SETBACK = 20' Illi �� I i REAR SETBACK = 20' 7) DEVELOPMENT IS PLANNED AS A RESTAURANT FACILITY BUILDING HEIGHT = 35' WITH A ONE-STORY BUILDING.STRUCTURE. r�Mwi'Yw� I ,.,r.cN,o . J.�r �� �I� MAP NUMBER Ill 5. BOUNDARY AND TOPOGRAPHIC INFORMATION ((,``••,,\I/ P2. i• TAKEN FROM PLAN BY: 8) ALL DIMENSIONS MEASUREDIFROM FACE OF CURB UNLESS 1211700045E U045 E EFFECIIYEWE: APRIL 17, 1995 - ;� k: lRl .: OTHERWISE INDICATED. SURVEYING, INC. DATED MARCH 15, 2007. I Fcdenl I;r,rer cn< SI»na ,cn,cnt A cnt K Y P K Y 7. WATER & SEWER SERVICES PROVIDED BY CITY OF SANFORD 9) THESE DRAWINGS ARE NOT VALID WITHOUT ENGINEER'S ORIGINAL WATER & SEWER UTILITIES. SEAL AND SIGNATURE. 8. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE 10) FOOTPRINT BASED ON ARCHITECTURAL PLANS RECEIVED FROM CLIENT. m:,a Ic nv MIT 0n -o, ctva.rt,o.,rr rera In , I. Wu5e [:feJ I•ar1J F -MIT OrI Jne 11'.i�II1Un d:ea nOt lC�cCl <hen9c': INSTALLED PRIOR TO BEGINNING OF EACH PHASE OF CONSTRUCTION. REFER TO ARCHITECTURAL AND FOUNDATION PLANS FOR EXACT 9. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING BUILDING DIMENSIONS. vnk: whivh rn.�/ h.,:a C•�nn rr .,,a »:.bra,t�ont trr ilia <iita n the ritla llcc'k� F:r thti lut65l uro•Jvtl lntornluuvn eV•JuffLli:e[n FIa4d lnaurahce UTILITIES PRIOR TO BEGINNING CONSTRUCTION. IT IS THE x �r WITH ALL UTILITIES WHICH MAY BE IN CONFLICT WITH HIS WORK. .. IIF THE CONTRACTOR MUST MAINTAIN AND PROTECT ALL SUCH a T' rr li�tl� f a St a s C)2007NA,VTEC' SIT 1 V LOPM SOUTH ORLANDO DRIVE NOT TO SCALE MAP PROVIDED BY COUNTY:SEMINOLE MAPQUEST STATE: FLORIDA ARBY'S PROJECT INFORMATION GENERAL PROJECT INFORMATION C3 1. OWNER/DEVELOPER: C4 1-800132-4770 ARBY'S RESTAURANT GROUP TWO WORKING DAYS BEFORE YOU DIG Xv 35 TECHNOLOGY PARKWAY SOUTH 1) SITE IS LOCATED ON SOUTH ORLANDO DRIVE IN SANFORD, FLORIDA. two full buslnoss days beforo digging. Call 10 days before digging when digging underwriter. SUITE 170 Wait the regu7ed time for buried utilities to ba localcd and markr:d. C8 NORCROSS, GA 30092 2) SEWER SERVICE PROVIDED BY DEPARTMENT OF WATER & SEWER UTILITIES. caution when digging whin 24 inches on either side of the sharks to avoid hitting the buried utility linea (T) 678-684-4600 WATER SERVICE PROVIDED BY DEPARTMENT OF WATER & SEWER UTILITIES. C11 (F) 678-684-4692 C12 LIGHTING PLAN CONTACT: JIM SCHREIBER 3) THE EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES DeBary, FL 32713-9703 PHONE: 256-553-9776 SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH ANY LAND Mr. Marvin Usry 2. CONSULTANT/ENGINEER: DISTURBANCE ACTIVITIES. CONSOLIDATED DESIGN PROFESSIONALS Sonny Jarock 1025 Eldorado Blvd Mapping Coordinator 450 ST. FRANCIS STREET 4 ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE ORDINANCES ) TALLAHASSEE, FL 32301 AND CODES. FLORIDA AND INCORPORATED AREAS PANEL 45 (IF 250 (877) 591-8891 CONTACT: MARC NEWMAN 5) ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL I s 3. ORIGINAL AREA' 0.823 ACRES FIELD CONDITIONS SHALL BE IMMEDIATELY MADE KNOWN TO THE PROPOSED AREA = 0.915 ACRES ENGINEER. IMPERVIOUS AREA = 0.59 ACRES = 64.4% (BASED ON PROPOSED AREA) 6) CONTRACTOR IS ADVISED OF UNDERGROUND UTILITIES AND SHALL 4. ZONED GC -2 - GENERAL COMMERCIAL DISTRICT I FRONT SETBACK = 25' VERIFY LOCATION OF SUCH.,PRIOR TO ANY DIGGING. SIDE SETBACK = 20' Illi �� I i REAR SETBACK = 20' 7) DEVELOPMENT IS PLANNED AS A RESTAURANT FACILITY BUILDING HEIGHT = 35' WITH A ONE-STORY BUILDING.STRUCTURE. r�Mwi'Yw� I ,.,r.cN,o . J.�r �� �I� MAP NUMBER Ill 5. BOUNDARY AND TOPOGRAPHIC INFORMATION ((,``••,,\I/ TAKEN FROM PLAN BY: 8) ALL DIMENSIONS MEASUREDIFROM FACE OF CURB UNLESS 1211700045E U045 E EFFECIIYEWE: APRIL 17, 1995 - ;� PLAT PROVIDED BY SOUTHEASTERN OTHERWISE INDICATED. SURVEYING, INC. DATED MARCH 15, 2007. I Fcdenl I;r,rer cn< SI»na ,cn,cnt A cnt K Y P K Y 7. WATER & SEWER SERVICES PROVIDED BY CITY OF SANFORD 9) THESE DRAWINGS ARE NOT VALID WITHOUT ENGINEER'S ORIGINAL WATER & SEWER UTILITIES. SEAL AND SIGNATURE. 8. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE 10) FOOTPRINT BASED ON ARCHITECTURAL PLANS RECEIVED FROM CLIENT. m:,a Ic nv MIT 0n -o, ctva.rt,o.,rr rera In , I. Wu5e [:feJ I•ar1J F -MIT OrI Jne 11'.i�II1Un d:ea nOt lC�cCl <hen9c': INSTALLED PRIOR TO BEGINNING OF EACH PHASE OF CONSTRUCTION. REFER TO ARCHITECTURAL AND FOUNDATION PLANS FOR EXACT 9. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING BUILDING DIMENSIONS. vnk: whivh rn.�/ h.,:a C•�nn rr .,,a »:.bra,t�ont trr ilia <iita n the ritla llcc'k� F:r thti lut65l uro•Jvtl lntornluuvn eV•JuffLli:e[n FIa4d lnaurahce UTILITIES PRIOR TO BEGINNING CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE HIS OPERATIONS L P WITH ALL UTILITIES WHICH MAY BE IN CONFLICT WITH HIS WORK. (so) IIF THE CONTRACTOR MUST MAINTAIN AND PROTECT ALL SUCH 10. SEDIMENT BARRIERS AND OTHER DEVICES SHALL BE INSTALLED AS NECESSARY PRIOR TO BEGINNING CONSTRUCTION AND SHALL BE MAINTAINED AS NECESSARY TO PREVENT ANY SEDIMENT FROM ESCAPING THE SITE. 11. IF SITE PLANS CONFLICT WITH CITY OF SANFORD STANDARDS, SPECIFICATIONS, ORDINANCES, MAYOR AND CITY COUNCIL/PLANNING COMMISSION REQUIREMENTS, OR VARIANCES APPROVED BY THE BOARD OF DEVELOPMENT APPEALS THE LATTER SHALL GOVERN. THIS OUTLOT DOES NOT LIE WITHIN A 100 YR FLOOD LIMIT ACCORDING TO FEMA FLOOD MAP 12117C 0045E DATED APRIL 17, 1995 SOUTH ORLANDO DRIVE SEMINOLE CENTRE LOT #3 CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA APRIL 21 2007 REVISED: MAY 307 2007 REVISED: JULY 257 2007 ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT OVERALL DEVELOPMENT #: 4-117-21761-2 (80% PERMISSIBLE IMPERVIOUS AREA ALLOWED) ARBY'S SJRWMD #: PENDING esin ro essiv""ka Is g 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f) 770-485-8393 consolidateddesign@yahoo.com ONLY SHEETS C1,C2,C3,C4,C5,C6,C8,C9, C10,C11 AND C12 FALL UNDER MY SEAL. ALL OTHER SHEETS ARE DEMONSTRATIVE. PROJECT DESCRIPTION: THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A ONE-STORY R T BUILDING WITH A DRIVE-THRU WINDOW. THE RESTU AN I STAGES WILL INCLUDE CLEARING, GRADING, INSTALLATION OF PIPING, INSTALLING AND MAINAINING EROSION CONTROL MEASURES, ETC. 24 HOUR CONTACT: JIM SCHREIBER (256) 553-9776 TAX PARCEL IDENTIFICATION NUMBER: 11-20-30-5QU-0000-0030 SHEET INDEX NO.: SHEET TITLE: C1 Sunshine State One Call of Florida 0 SRHBAO CALL TOLL FREE THROUGHOU T FLORIDA C3 J\ C4 1-800132-4770 PO Box 1788 (407) 302-9414 TWO WORKING DAYS BEFORE YOU DIG Xv I I'S I HE LAW Call 800.432-4770 two full buslnoss days beforo digging. Call 10 days before digging when digging underwriter. C7 Wait the regu7ed time for buried utilities to ba localcd and markr:d. C8 Protect the marks during your project. If marks are destroyed, call again. Dig safely, using wifio ne caution when digging whin 24 inches on either side of the sharks to avoid hitting the buried utility linea C10 This N a free service to help keep Florida sarin PROJECT DESCRIPTION: THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A ONE-STORY R T BUILDING WITH A DRIVE-THRU WINDOW. THE RESTU AN I STAGES WILL INCLUDE CLEARING, GRADING, INSTALLATION OF PIPING, INSTALLING AND MAINAINING EROSION CONTROL MEASURES, ETC. 24 HOUR CONTACT: JIM SCHREIBER (256) 553-9776 TAX PARCEL IDENTIFICATION NUMBER: 11-20-30-5QU-0000-0030 SHEET INDEX NO.: SHEET TITLE: C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE PLAN C4 EROSION, SEDIMENT & PO Box 1788 (407) 302-9414 POLLUTION CONTROL PLAN C5 GRADING AND DRAINAGE PLAN C6 UTILITY PLAN C7 LANDSCAPE PLAN C8 EROSION CONTROL DETAILS C9 STANDARD SITE DETAILS C10 CITY OF SANFORD SITE DETAILS C11 ARBY'S SITE DETAILS C12 LIGHTING PLAN 10 1', vt 0 CITY OF SANFORD UTILITY SERVICE PROVIDER - CONTACT LIST UTILITY SERVICE PROVIDERS FOR THE CITY OF SANFORD SERVICE: LOCATION: CONTACT: Water & Sewer City of Sanford Paul Moore, P.E. PO Box 1788 (407) 330-5640 -1 Af PItO.,IMA185CALE 1000 0 1000I[Et Sanford, FL 32772 Solid Waste City of Sanford Emily McCabe PO Box 1788 (407) 302-9414 Sanford, FL 32772 Telephone BellSouth Mr. Martin Nosie 132 Commerce Way Project Manager Sanford, FL 32771 (407) 321-0447 Electric Florida Power & Light Charlie Johnson PO Box 2149 (407) 328-1924 Sanford, FL 32772 Gas Florida Public Utilities Mr. Dan Scribbens 450 S. Hwy 17-92 (386) 668-9319 DeBary, FL 32713-9703 �/ z `T 'ry {7 1; R M 3 1 'r Cable Brighthouse Networks Mr. Marvin Usry 844 Maguire Road Construction Supervisor Ocoee, FL 34761 (407) 532-8509 Fiber Optic Level 3 Communications Sonny Jarock 1025 Eldorado Blvd Mapping Coordinator Broomfield CO, 80021 (877) 366-8344 or (720) 888-3151 L�rr �� 1 crust o,I lip 13�\ X ZONE AE Scninolc Colnlly DE�f 1'� ,t i„ 1 �, UniuCor houttcd AtOlti E �I .\��._� r 120)89nl' NE X F1Ne�Cx 7 ttT \CUFF CUl1/ ULUE SILVR Mvr.ef ' J -1 Af PItO.,IMA185CALE 1000 0 1000I[Et � J tfRttT\CE\,\, R ZONE AE � I . • tEL MA➢UNAL FIUUU 114511flAMCE PAUOAAM ZONE: X t /=, ZONE 74t.l• �\P WE -r (3.\y.. - v ✓�� v< Drily_��r -; . �/ z `T 'ry {7 1; R M 3 1 'r FIRM I FLOOD INSURANCE RATE MAP r Q ° �V SEMINOLE CUUN"I'Y, l� City of Sanford 120294 %i ZONE X i r ONE A ZONE: X,FgT FLORIDA AND INCORPORATED AREAS PANEL 45 (IF 250 ZONE X � / U h , n, - / SenTiuolc County C'OUR'�/ O���f I s ��j Llnmcurp2u02tc• d Areas dJLAkC /�� /nJv��i WAGi'FsZON O rlE\ I /1r1Fl//. : ` ✓/ llf,,. , 011llf r / A.. NtO coAuit nut,Y•.. rDAu,rAnf, � F M35,� wlrm�ro \ VRANGEW]DD NIINrOiCH f[ r Illi �� I i 111--���� / Fir ) CUArHI-IGHT� (rE - I IDUnf FAUU T a ZONEAE YI I ,J r �' JI l tN) r�Mwi'Yw� I ,.,r.cN,o . J.�r �� �I� MAP NUMBER Ill ((,``••,,\I/ (EL3ti) RrIF,J°� `t lOrtJi ' \4nIInpIV � Utility ' ',.H ulocriJcakd,lrem �I l:uzxv/ZONE AE lEl. 3E) i _ Ivvq,V --" l ,,/, T \�> •-,,I> y—�—,�;. ( � a I /�:, 1211700045E U045 E EFFECIIYEWE: APRIL 17, 1995 - ;� 1 j1,�_` / c\ i CDUR T I Fcdenl I;r,rer cn< SI»na ,cn,cnt A cnt K Y P K Y � l'•r p � \` -`-- rrl I.r 7NiCic'–=_til7r t, 7/, r• �_II ZONE DRIVE �I m:,a Ic nv MIT 0n -o, ctva.rt,o.,rr rera In , I. Wu5e [:feJ I•ar1J F -MIT OrI Jne 11'.i�II1Un d:ea nOt lC�cCl <hen9c': r .�L. ��• � �__.� ��` / __. , -- —. .— ___...�_ _Ai�_1�`• _,L—__— —..___._.. 301NS F'n N 013$oft— vnk: whivh rn.�/ h.,:a C•�nn rr .,,a »:.bra,t�ont trr ilia <iita n the ritla llcc'k� F:r thti lut65l uro•Jvtl lntornluuvn eV•JuffLli:e[n FIa4d lnaurahce Nro,pbin nuod n1a1,2 ehvGk lt'v (`FMA FIoW MaH9Wre el wrm.nri0.fomv.ovv L P A_., 9��VTOOU 0&jLki (so) IIF L�rr Z = 5614.65' = 117.30 FT 21021'40" E ;L = 117.30' t :•{ i i f f �f J . t s P s f ! `fLi t7 If f !f /rf ' f frit f'(f If ! t Il = f f f f 1 r f f f f ;V f ! (F f : f r f (f S F f f f ,s f !f7 1 f i f=ff 1'f r=' f�',,,,• S f f f• ' J / ! <v: :? fit I i ,"r i ff i �y �• � ��i?.,� tt� , , Ott;' 3r ray � h 'r.•' : f frt' �f � I r W� f=t !3 )} .o�j rf fi i " 7 ©' r 01 . D f i TAX PARCE. KIMC L01 e TAX PARCEL NO. 11-20-30-300-036A-0000 EIBER ENRIQUE & ROSA TRS PB 62, PG 39-40 S660 f .. Design Professionals 'Ins TAX PARCEL NO. 11-20-30-300-036A-0000 EIBER ENRIQUE & ROSA TRS PB 62, PG 39-40 S660 Consolidated Design Professionals 'Ins '! corisolidateddesigr1C-ycifioo.COn1 REGISTRATION SEALS 30��C; it',zx r� r��tkfJ x � �'¢� Gl 2 21: UL f�ff.f 2�8 �•;, < JOW1111116 — U 4 a 4 a2 000-0 O W z LL 0.0 LL W 0 ILL U W 0 > Q f f: W 0 r W t Y "\ r U . y, I O 7 ff i i' r:l f � r� f MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS f ft � ff ! F CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHTThis drawing is the properly of CDP and is not to be reproduced or copied in whole or in part. It is only to LOT 3 to be returned upon request. U CDP Consolidated Design Prof., LLC LOT IS VACANT These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. f r� EXISTING CONDITIONS C2 � rr fr r fr 17,j 4a f f �t ?L W � f �177frft� '� !f i f ................... �} ri 1 C_G9 P ......... o0 ` ! ,C ff w��• o > S,S Al �Y f 1"9' 0� .............................. n/ ff f G9 ry</� s 60 VICINITY MAP 30-5QU-0000-0020 r ISLAND INC. PG 39-40 SITE IS LOT #3 OF SEMINOLE CENTRE SURVEY INFORMATION PROVIDED BY SOUTHEASTERN SURVEYING, INC. OMNI CONSULTING DOES NOT WARRANT ANY INFORMATION PROVIDED HEREON. SCALE: 1"=20' 40' 20' 0' 20' 40' NOT RELEASED FOR CONSTRUCTION UNTIL DATED AND SEALED. Consolidated Design Professionals 'Ins `�'',, } 9 corisolidateddesigr1C-ycifioo.COn1 REGISTRATION SEALS MARC S. NEWMAN P.E.# 643"14 it',zx r� r��tkfJ x � �'¢� Gl 2 21: UL LL < JOW1111116 — U s G f a2 000-0 O W z LL 0.0 LL W 0 ILL U W 0 > Q f f: W 0 W r U . y, I O i' r:l f � ?3 MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS ft � ff ! PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHTThis drawing is the properly of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project arid site specifically identified herein and is not to be used on any other project. It is to be returned upon request. U CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE EXISTING CONDITIONS C2 SHEET DATE APRIL 2, 2007 17,j 4a U ?L W ;" �177frft� '� �} ri 1 C_G9 P ! ,C �Vr° 21TJ7., t� .fC >1rFf ie1 X2007 NVTE a, MAP PROVIDED BY NOT TO SCALE SOUTH ORLANDO DRIVE MAPQUEST COUNTY:SEMINOLE STATE: FLORIDA Sunshine State One Call of Florida \ OIERHE"O CALL TOLL FREE 7HRODGHO6r FLORIDA O�FLGltOG� 1-800-132-4770 TWO WORKING DAYS BEFORE YOU DIG ITS THE LAW ""•� Call 800-432-4710 two full business days bofofu digging. Call 10 days before digging when rfoghig under walur. Wail the required time for buried utilities to be located and marked. f +; Pmlcct Um minks Jming your pdwjuct. If marks mw JustroyuJ, call again. f } Dig safely, using extreme caution when digging within 24 inches on either side of the marks to avoid hitting Ulo bud cd witty lines. I This is a fraa serv'co to help keup Fler da sof.! 30-5QU-0000-0020 r ISLAND INC. PG 39-40 SITE IS LOT #3 OF SEMINOLE CENTRE SURVEY INFORMATION PROVIDED BY SOUTHEASTERN SURVEYING, INC. OMNI CONSULTING DOES NOT WARRANT ANY INFORMATION PROVIDED HEREON. SCALE: 1"=20' 40' 20' 0' 20' 40' NOT RELEASED FOR CONSTRUCTION UNTIL DATED AND SEALED. IATED: INITIALED Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 corisolidateddesigr1C-ycifioo.COn1 REGISTRATION SEALS MARC S. NEWMAN P.E.# 643"14 UL LL < JOW1111116 — U M LJL 000-0 O W z LL 0.0 LL W 0 ILL U W 0 > Q > W 0 W O MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHTThis drawing is the properly of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project arid site specifically identified herein and is not to be used on any other project. It is to be returned upon request. U CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE EXISTING CONDITIONS C2 SHEET DATE APRIL 2, 2007 IATED: INITIALED pt `., f7A 2 Ft9f $l3 !� 31 Y E.....If,J ... ii.s�„3,„:..... £''3A ...... _ E_ 1.0, __ gg .) �_ j..l0 _ i. �.;.`ot::;i WHITE THERMOPLASTIC „ PAINT NEW 24" HIGH INTENSITY GRADE STOP SIGN PROJECT INFORMATION 1. OWNER/DEVELOPER: ARBY'S RESTAURANT GROUP 35 TECHNOLOGY PARKWAY SOUTH SUITE 170 NORCROSS, GA 30092 ALL EXTERIOR CONCRETE PADS EXCEPT SIDEWALKS TO BE 4000 PSI PORTLAND CONCRETE ALL CURB & GUTTER TO BE 3000 PSI PORTLAND CONCRETE ALL SIDEWALKS TO BE 3000 PSI PORTLAND CONCRETE (T) 678-684-4600 (F) 678-684-4692 2. CONSULTANT/ENGINEER: CONSOLIDATED DESIGN PROFESSIONALS 450 ST. FRANCIS STREET TALLAHASSEE, FL 30321 (877) 591-8891 3. ORIGINAL AREA = 0.823 ACRES PROPOSED AREA = 0.915 ACRES 4. ZONED GC -2 (GENERAL COMMERCIAL DISTRICT) 5. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLAN BY: PLAT PROVIDED BY SOUTHEASTERN SURVEYING, INC. DATED MARCH 15, 2007. 6. ALL DIMENSIONS MEASURED FROM FACE OF CURB UNLESS OTHERWISE INDICATED. wfL lL z... r3f3£�}11 °#; .£is f £ fD..£f,"t 0`20 N/oO f...: I3.j. F.> �.F s'` t..f£;,<€ttt f 31.f.. °./€.tt:•: ::: NEW 18 CURB L 66'° , & GUTTER (TYP.) ti.:,,.,,•,..... 830�� 50n I'A'A" w� '„ •,"a, E"3 '1 se's}..... 3i r ,i.. 00 .. al `',`^rAb�� 1.0..'R'10 �.�££.£ .s..:Ff.£.,R..1..t 1.:::1...r;��€.� 11.'8 L/, <;� .f.yf..t t„`.,t �,.r PARKING CALCULATIONS ARBY'S - 1 SPACE PER EVERY 5 SEATS 74 SEATS/5 = 14.8 SPACES 15 SPACES REQUIRED 32 SPACES PROVIDED INCLUDING 2 HANDICAP SPACES NEW BLACK CONCRETE PAVING CITY OF SANFORD UTILITY SERVICE PROVIDER - CONTACT LIST UTILITY SERVICE PROVIDERS FOR THE CITY OF SANFORD SERVICE: LOCATION: CONTACT: Water & Sewer City of Sanford Paul Moore, P.E. PO Box 1788 (407) 330-5640 Sanford, FL 32772 Solid Waste City of Sanford Emily McCabe PO Box 1788 (407) 302-9414 Sanford, FL 32772 Telephone BellSouth Mr. Martin Nosie 132 Commerce Way J 9 Project Manager Sanford, FL 32771 (407) 327-0447 Electric Florida Power & Light Charlie Johnson PO Box 2149 (407) 328-1924 Sanford, FL 32772 Gas Florida Public Utilities Mr. Dan Scribbens 450 S. Hwy 17-92 (386) 668-9319 DeBary, FL 32713-9703 Cable Brighthouse Networks Mr. Marvin Usry 844 Maguire Road Construction Supervisor Ocoee, FL, 34761 (407) 532-8509 Fiber Optic Level 3 Communications Sonny Jarock 1025 Eldorado Blvd Mapping Coordinator Broomfield CO, 80021 (877) 366-8344 or (720) 888-3151 SCALE: 1"=20' 40' 20' 0' 20' 40' –ow am — Sunshine State One Call of Florida Design Professionals ODER lr' CALL TOLL FREE THROUGHOUF FLORIHA OEftORpG� REGISTRATION SEALS 1-800-032-4770 J� MARC S. NEWMAN P.E.# 64314 TWO WORKING DAYS BEFORE YOU DIG I S THE LAW Cull buu-4J2-477U two full business days bufum d;Upinp. Call 10 days before digging when dlgi;ing underwater. Wait the ruquiind limn fur boded ufuilius a be lowed and marked. Protect the marks doing your project. If nwrku are duetruyed, roll apuin. DiU safely, using extreme caullun when dipping within 24 inehea on either side of the marks to avoid hitting the buried utility linea -f hPs la u hos se,li;Q to help keep Fludda uaful Z < SCALE: 1"=20' 40' 20' 0' 20' 40' –ow am — Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St, Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f)770-486-8393 consolidateddesignCilyahoo,com REGISTRATION SEALS + MARC S. NEWMAN P.E.# 64314 0. LJL O z WL Li—U-JI' Z < 0� < I N I z U) W 0 CL O LL 0 LL 'W.'U W 0 > ..J 0�W z U) 0 W1 O W CO 0O T V O U) MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT N0:07014 CAD DWG FILE: Arby'sSANFORDmas,dwg DRAWN BY: AS CHK'D BY: TWD COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. © CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE SITE PLAN C3 SHEET DATE APRIL 21 2007 . 1`7 ...../ `r^ fT``,t t r/ fT r : _. .£. ..3..,f ?' z�i;3..... ." ij fr! t' .. s f fr r a' ff' t is r...3• t: ,ff .. f% r s t . r` f f t`+ T i- f ` fsf f : s ft f §.; iI. j rf f r j ) f 1 tf 1�1 11 ' :f )t S f < le"t ,f'' t ) i a rf :L t 7� .'f t f : o" j i../, R — 5614.65' 'V T` >tff, :f Ipl's `` , ,f' L -- 117.30 FT fI jf ` ;. i f{ f' £ , ".> 3� .:ill .> ,_f ,r CH = N 21 °21'40" E ; \. r¢f � !f,ff 1 f, JV� l °' r� . F" CL = 117.30' . // ' ' i, ¢ - I j ` �" f T f, / _ h f f f' ft' f f t' f ° ' f `f` Sd1-IV ff C. ,­11fP T,Fr S f 2 P f f l ffT f" y t! fj ,f f r s . f t., ', , rJ l / hl�1 f '': f / f f , ,f, ; } tf' r�, LI4[�VA1ITS OF : ;/ ff ff k j _ sr tf 3 ff f , t {,. tT fr DISTU BANCE - 6' o f . R f / .. // j )C ''f+ V ff f Y` F s a f >f '} ff + r I t ::✓ i I' .. F f• ,. f sr �.:. t' t f }t r : r t I ,:r tr t f' 't ::r j, 11V r-- f f � } I:f f: i ff fE>::: tr :r` S S i. 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".. r .. :.:: .. ,,. . , 1, f r y<: f, ...., i" / 1 + f. :..:.. : ..f, SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL -ft / + f), ~ ` ! .11,;, ri C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 consolidatecidesignCOyahoo.corn REGISTRATION SEALS a� a� MARC S. NEWMAN P.E.# 64314 U 0 110-00 LL 0 Z W LL LU W 0.0 LL 0 U- U W W 0 W U) :E r) > Z W 0 >- U) W r d D 0 ARK ATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE GRADING & DRAINAGE PLAN C5 SHEET DATE APRIL 2, 2007 DATED: INITIALED J � �• i j f:: f f 11 /fF It rtJ l r 7 1 ff. r 1 f� i y rr `' t ' �i'J7 P44,._butI ) 70 gtfka7 r£F: ,ti f r` f5 > Fsi s3i s4 s tza{r fE k r s.,:, s �.J 3, .."`U 11";19-40 . ff. fFJ IR / fti it r ' f ff / f M` �,.•'rf (? f frr f' s�13 f.k• tr :,. V.f {: f, � st` l s f t s 3 sf s` OY f`' R = 5614.65' >' L = 117.30 FT gg i' Fl �,,..,,•+F s' — CH N 21'21'40"E �t J �.i F fr fa•< _ rr �,FJrrf �+�•si'/^� CL - 117.301 f r f , r l ff fi : CONTRACTOR _170 COORDINATIE: "t WITH CITY OF SyaNFORD WATER & t L•s` f i f` `'y f SEWER UTILITIES FOR EXAC?' %` LOCATION &TI=1N OF D. ;^ fS1 fWATER, SERVICE k 0 f ,.f a 66 i a • : z r r`• j; f. r 1 t rr i s f +- OV lJ'' 1, / I t x• =f `f y` '�� i< '� f'1,..., j'f, I /3f l � � f`'fs i 41 2.. WATE Z METER PER CI OF SANFORD fJ`f STAN ARDS ✓! t j 3 w,r •,` P , I r n f f41 CONTRACTOR TO f' INSTALLA -�HALLOW�' 4t",j a WELL FOR IFZRIGATION r / ! , 1 M ,a r I i M FA — 50 LF OF 4" r F' PVC @ MIN 1% f; !LSAMP*L1ING ByrX (SEE SHEET 10 FOR DETAILS) INV IN=44 00' ..s, INV OUT=44_£00 £ O. %0 r 7 Sf ri � f f` / DUMPSTER DRAINS �� " TO BE COVERED AT ALL TIMES �� 7 V 69 I A(s,� f CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT PROPOSED SANITARY SEWER SYSTEM (1% MINIMUM SLOPE) SEE M.E.P, DRAWINGS FOR EXACT SIZE, LOCATION, AND CALCULATIONS FOR GREASE TRAP GREASE TRAP MUST MEET CITY OF SANFORD SEWER DEPARTMENT SPECIFICATIONS. COMPACTION EQUIPMENT TO BE USED ON ALL PIPES AND SERVICES UNDER PAVEMENT TAPE AND WIRE ALL PLASTIC PIPES AND SERIVCES (IF NECESSARY) Sunshine State One Call of Florida O,IEHHIF'o CALL TOLL FREE THROUGHOU F FLORIDA OERG �OL,t, 1-800-032-0770 Ja TWO WORKING DAYS BEFORE YOU DIG INIT'S THE LAW Call 80e -432A778 two full business days before digging. Call 10 days before digging when digging underwater. Wait the required time for burled 01hies to be located and marked. Protect he marks during your project. If marks are destroyed, call again. Dig safely, using extreme caution when digging within 24 inches on either side of the marks to avoid hitting he boded uGlsy lines. This is a free service to help keep Florida sato! PROJECT INFORMATION 1. OWNER/DEVELOPER: ARBY'S RESTAURANT GROUP 35 TECHNOLOGY PARKWAY SOUTH SUITE 170 NORCROSS, GA 30092 (T) 678-684-4600 (F) 678-684-4692 2. CONSULTANT/ENGINEER: CONSOLIDATED DESIGN PROFESSIONALS 450 ST. FRANCIS STREET TALLAHASSEE, FL 32301 (877) 591-8891 3, ORIGINAL AREA = 0.823 ACRES PROPOSED AREA = 0.915 ACRES 4. ZONED GC-2GE ( NERAL COMMERCIAL DISTRICT) FRONT SETBACK = 25' SIDE SETBACK = 20' REAR SETBACK = 20' 5. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLAN BY: PLAT PROVIDED BY SOUTHEASTERN SURVEYING, INC. DATED MARCH 15, 2007. 6. DETENTION IS PROVIDED OFF SITE. f „ 1' r .+ 3 �p. let ...' <• F :. 1. Ise 1^` f....... ......... <., :.. •.. ,,; 'l 1h .t`:. �.„E .1Jl(1`Nr1.: , .. ,.,a. p 1 1s..t.3 CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f)770-486-8393 49 its p'<G.. ; sx ;,3 ££ f L; KI 4 fE 3{3 rfs j 'r ri `� k l Il it S�t3sj ..:.J:`t 01.t 4 -;:,. G `,O`p�- O C` 3..ir 1 f £:.... s 3 E ( MP-1.3i.,t r- AU, 413HEASE INTERCEPTOR DUAti. t06S1GNJ$A*T 0 SCALE.) f- f a CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT PROPOSED SANITARY SEWER SYSTEM (1% MINIMUM SLOPE) SEE M.E.P, DRAWINGS FOR EXACT SIZE, LOCATION, AND CALCULATIONS FOR GREASE TRAP GREASE TRAP MUST MEET CITY OF SANFORD SEWER DEPARTMENT SPECIFICATIONS. COMPACTION EQUIPMENT TO BE USED ON ALL PIPES AND SERVICES UNDER PAVEMENT TAPE AND WIRE ALL PLASTIC PIPES AND SERIVCES (IF NECESSARY) Sunshine State One Call of Florida O,IEHHIF'o CALL TOLL FREE THROUGHOU F FLORIDA OERG �OL,t, 1-800-032-0770 Ja TWO WORKING DAYS BEFORE YOU DIG INIT'S THE LAW Call 80e -432A778 two full business days before digging. Call 10 days before digging when digging underwater. Wait the required time for burled 01hies to be located and marked. Protect he marks during your project. If marks are destroyed, call again. Dig safely, using extreme caution when digging within 24 inches on either side of the marks to avoid hitting he boded uGlsy lines. This is a free service to help keep Florida sato! PROJECT INFORMATION 1. OWNER/DEVELOPER: ARBY'S RESTAURANT GROUP 35 TECHNOLOGY PARKWAY SOUTH SUITE 170 NORCROSS, GA 30092 (T) 678-684-4600 (F) 678-684-4692 2. CONSULTANT/ENGINEER: CONSOLIDATED DESIGN PROFESSIONALS 450 ST. FRANCIS STREET TALLAHASSEE, FL 32301 (877) 591-8891 3, ORIGINAL AREA = 0.823 ACRES PROPOSED AREA = 0.915 ACRES 4. ZONED GC-2GE ( NERAL COMMERCIAL DISTRICT) FRONT SETBACK = 25' SIDE SETBACK = 20' REAR SETBACK = 20' 5. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLAN BY: PLAT PROVIDED BY SOUTHEASTERN SURVEYING, INC. DATED MARCH 15, 2007. 6. DETENTION IS PROVIDED OFF SITE. f „ 1' r .+ 3 �p. let ...' <• F :. 1. Ise '•,. fr 1^` f....... 1 <., :.. •.. ,,; 'l 1h .t`:. �.„E .1Jl(1`Nr1.: , .. ,.,a. p 1 1s..t.3 CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f)770-486-8393 Ile its :i`.i..a:. F ,' '" �^? s=,, ,tf` .d :✓a C) a'•, f'"F :r t.3 S:' 'i"z Y'> �.? fy ,"j�.4 Si � x l",'`w'b X,'e 4..:y w ..i 4.r C5 f:9 Y'J .1 5. r .... . ...... .: ,.::,... ., "..tn.a.Btr rPrOitrf m' .., .:,,.. r- AU, 413HEASE INTERCEPTOR DUAti. t06S1GNJ$A*T 0 SCALE.) � .... t CONTRACTOR TO PROVIDE A w I MIN OF 1 FOO,r CLEARANCE Pip" < FOR SEWER LATERAL ">3'€rirr;G,» ssi 4, CROSSING IN THIS AREA „r^• 'i' 'r".::`•' t:;i.'s :-:'• CONTRACTOR TO FIELD VERIFY •' r" • LOCATION OF EXISTING SEWER ��"" M-& y �. 1 L �yf > k ? •7r r •t dZ f • SERVICE FOR EXACT "rIE IN ..,. OF PROPOSED SEWER SERVICE t CONTRACTOR TO COORDINATE 0 WITH CITY OF SANFORD WATER & € SEWER UTILITIES FOR EXACT Wi 0 W > LOCATION &TIE-IN OF PROPOSED z .' SEWER SERVICE t WO f / 0 fill z '•,. fr 1^` Consolidated 1 <., :.. •.. ,,; 'l 1h .t`:. �.„E .1Jl(1`Nr1.: , .. ,.,a. p 1 1s..t.3 CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f)770-486-8393 consoliciateddesignCcOyahoo.corn its :i`.i..a:. .�N x ,' '" �^? s=,, ,tf` .d :✓a C) a'•, f'"F :r t.3 S:' 'i"z Y'> �.? fy ,"j�.4 Si � x l",'`w'b X,'e 4..:y w ..i 4.r C5 f:9 Y'J .1 5. :ri: 17 City 0Satatgrd Uti ty Department .i?ratt�atXalckat Sc�:ijati Phone; (407) 302-104 Fax; (407) 302-108b Contact Person; ! arnar Bass, Environ"ritat Coordinator Grease tiattreeptrar Design Speuiticart'tarts I, Gcin,540,ctfon, Inspacton and Certification kF fy,txsxTrnium: of 48, iraucs nc�€%cs ,:a aalk,t r i t€ €tys S. The City will Inspect the Interceptor(s) before and after the installation to w=recompilane with City specih ilc ns (cracks, proper dimension, pivirnbfno specifications, etc.), C. The City's designated repreeeniativo will porlodioally inspect all coristrucfion subject to ttaese standardG and dp Ifrcations, The quality of all mate€€als shell be subject to Inspoct on ami approved by the City. D. All sections that have. been damaged after delivery will be rejected and, if a€ready Instalfcd, to movatb and replaced, entirely at the CONTRACTOR expense, E: All newly installed Interoeptors shall.be cleaned of any accumulalioa of sllt, debris, or foreign matter of any kind, and shall be fmW from stlstt accumulations at the time of tiro frrlal Inspection, F: After all required improvements had been Inutatvd, the Qevelopers QIGINJEER shad submit certiflcation to the City that the Improvements. haver been constructeid substantially a4=tding to' approved pans and Gettif€irt3€tlsac€�,. Q, Neon cafn,pliance with approved plans or specifications or evidence of faulty materials or vrarkrr#anship 0servedby the C€ty will: bo called to the attention of the developer or Developer's contractor. If not corrected In an ovoditlous mannor, all work ori the project brill tv suspended earlier the itifioata of accupancy1co spit tion withheld, Laboratory tests (frit Cvrea3e °r CII, TSS, 600, CCI) ortO phi) Wray bpi m-gOtO tis dsXmcd oppropriate by the City at the oxpcnse of the developer, I Yi;;< i vr3 • i f!, Pre :ast concrete S*ctit m, A, InerWptom shall be leak -tight and cclnsifu6ted of pr€_,ka5t uonwetu 4 units, eau€r3ned tri wiftlatnd AA,!5HTQ H--20 loading. Man4iaurur Nftarll s furnish r ertili4 orlon of confarrraalt with H-20 loading, fi, The ridairourn base thickne% for the intetceptor;z shall faa d inches for oast In place units, and 6 Irrahes for preiCast units. C, All manhpla frumes alto ,overs shall tfo xraffic Waring to meet AASHTQ H-20 Joading; ' 1. ftaab�it: Aw"Ch17tCi t ti r�tr�ie f3f) ' . 2< McMtr. F1STM,F�'#55 clrado F5 D, Manhole Gcwefs rtrall be fa bee `r�reaase and the rliatneter moat be e.4 The if for the rnanhaie ec>uer strall bre 12" high, E. Repair -defective c:oilt' ete, Of all dQptesslon$ Y4 'inch or deeper with non -;shrink gfput prlskr to roadrig- r . ' tions shralf be cured by an approved mothO : for at least 20 Maya ;nr to paintfrig and striAll not tea shtp7 and until at twat 2 days after having Isom painted. The coating manufacturer roust approve any deviations to fh�se cure f r ic:s in writing. Concrete for nfanhole shali to Typr� 11, 4000 psi at 28 days minknurn, G: The date of the rna.nufacturu and tfto nature or tradQnlrrrk. of ti, fnalnufactuf% shall f,1a c,6afly € irked cin each taro -est a bort. H. Interior surfaces of the Intorceptom 0,ifl have a protgr,`{iv+e bitunriifous efaoxy coatirrtl (or ars equivalent ptaduci approved' by the City) with a minimum dr,+ mil of 0 mils, I f. Maffei, top, and Erase a3e ftl ,0ial:i have toayue and groove jolntw. J, Lin rinds Of noa-penetrating lift holes shall be providcad for handling pre -cast interceptor:,ranons, K All totter materiae shall be a COW aidhesiw., preformed plastic gaekrat, nforining to FOOT Artiolo 942-2, L Iton•pc3notfating lift hales shall be fit od with nett -shrink grout after the EBS=bus En%Allatlon of the manhole ;eofjorts, €ill, Baffle shall be uAfed to the wall of the interoeptar. ' N. Ttirs €ritorceptor shall 40 filled with clear) {Mater prior to start up of the s system. C. Trip of tate manhole sting loc; ted in the p vcnit tat, stipUlG#er areas, 5 and sidem.lks $hail torr set flush to gr We, P. The trap of the Manhole castfrrg located outs;Ide these areas ,hwill be plddieI 2 inches above gratio. prior to soddirrg. Ill. Record Oratwingtt< A. Etei� ord drawings grbnlifted. 46 Ilea City as part of the plojvGt s acceptance swl comply with the faflow ng,- 1. Drawings shall bu Ie�tbJy inarkecj tea ttacotd actuaE construotfcxn. 2. Vrawing shrill show actual lacatkM Of «all undefground and abevo proctndvmter and Wastewater piping and relutad appttrtenanG. 3. All chatigds to piping 10cA0n iticiuding horizontal dad vertical locatitanz Of utltit€es anct appurterrancw shall be clearly shown and referenc d to Pertnuflent surface improvement, 4< Drawings ,shat€ Oow aotu;,a€ inside anti outside piping 5. Connection,$ for the Qre ase, and Oil interceptor and sarnpllfu3 Port as establi them by the City, 8. i a,r h sheet of the plates shall be signed, uealcacl, and dater# by the DeVeiopef's ENr INEER as. being "Recartl fJtawlns3s". Gorasiructiart p4ttn stbmped "RQoord Drawing" which lack the above rNUiretnenfs or stampert "A••Bufft .roilf not be acco Obie- and shall bre returned to the Dovolerpeeis ENGINIEE 7, Copies of all teOnq feaults and systafti c;learanre d0cumr2nfaticr0 from ulatory ugor oies,$halt also he safbiiritteo to tete CITY prior to tura issuance of the of CoMpjefiQrt"; P�alz+rs , SCALE: 1"=20' 40' 20' 0' 20' 40' C) 1^` Consolidated 1 Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f)770-486-8393 consoliciateddesignCcOyahoo.corn CRY Of Sanford Utility Department. REGISTRATION SEALS lit Pretreatment $ection r .... . ...... .: ,.::,... ., "..tn.a.Btr rPrOitrf m' .., .:,,.. r- AU, 413HEASE INTERCEPTOR DUAti. t06S1GNJ$A*T 0 SCALE.) � .... �Y i't.Ati'ttlriY '1� w I Pip" < 1 iAr �s ">3'€rirr;G,» ssi 4, e4rrmtW CL LJL O ��"" M-& y �. 1 L �yf > k ? •7r r •t dZ f • �•. A w t 0 0 LL :ri: 17 City 0Satatgrd Uti ty Department .i?ratt�atXalckat Sc�:ijati Phone; (407) 302-104 Fax; (407) 302-108b Contact Person; ! arnar Bass, Environ"ritat Coordinator Grease tiattreeptrar Design Speuiticart'tarts I, Gcin,540,ctfon, Inspacton and Certification kF fy,txsxTrnium: of 48, iraucs nc�€%cs ,:a aalk,t r i t€ €tys S. The City will Inspect the Interceptor(s) before and after the installation to w=recompilane with City specih ilc ns (cracks, proper dimension, pivirnbfno specifications, etc.), C. The City's designated repreeeniativo will porlodioally inspect all coristrucfion subject to ttaese standardG and dp Ifrcations, The quality of all mate€€als shell be subject to Inspoct on ami approved by the City. D. All sections that have. been damaged after delivery will be rejected and, if a€ready Instalfcd, to movatb and replaced, entirely at the CONTRACTOR expense, E: All newly installed Interoeptors shall.be cleaned of any accumulalioa of sllt, debris, or foreign matter of any kind, and shall be fmW from stlstt accumulations at the time of tiro frrlal Inspection, F: After all required improvements had been Inutatvd, the Qevelopers QIGINJEER shad submit certiflcation to the City that the Improvements. haver been constructeid substantially a4=tding to' approved pans and Gettif€irt3€tlsac€�,. Q, Neon cafn,pliance with approved plans or specifications or evidence of faulty materials or vrarkrr#anship 0servedby the C€ty will: bo called to the attention of the developer or Developer's contractor. If not corrected In an ovoditlous mannor, all work ori the project brill tv suspended earlier the itifioata of accupancy1co spit tion withheld, Laboratory tests (frit Cvrea3e °r CII, TSS, 600, CCI) ortO phi) Wray bpi m-gOtO tis dsXmcd oppropriate by the City at the oxpcnse of the developer, I Yi;;< i vr3 • i f!, Pre :ast concrete S*ctit m, A, InerWptom shall be leak -tight and cclnsifu6ted of pr€_,ka5t uonwetu 4 units, eau€r3ned tri wiftlatnd AA,!5HTQ H--20 loading. Man4iaurur Nftarll s furnish r ertili4 orlon of confarrraalt with H-20 loading, fi, The ridairourn base thickne% for the intetceptor;z shall faa d inches for oast In place units, and 6 Irrahes for preiCast units. C, All manhpla frumes alto ,overs shall tfo xraffic Waring to meet AASHTQ H-20 Joading; ' 1. ftaab�it: Aw"Ch17tCi t ti r�tr�ie f3f) ' . 2< McMtr. F1STM,F�'#55 clrado F5 D, Manhole Gcwefs rtrall be fa bee `r�reaase and the rliatneter moat be e.4 The if for the rnanhaie ec>uer strall bre 12" high, E. Repair -defective c:oilt' ete, Of all dQptesslon$ Y4 'inch or deeper with non -;shrink gfput prlskr to roadrig- r . ' tions shralf be cured by an approved mothO : for at least 20 Maya ;nr to paintfrig and striAll not tea shtp7 and until at twat 2 days after having Isom painted. The coating manufacturer roust approve any deviations to fh�se cure f r ic:s in writing. Concrete for nfanhole shali to Typr� 11, 4000 psi at 28 days minknurn, G: The date of the rna.nufacturu and tfto nature or tradQnlrrrk. of ti, fnalnufactuf% shall f,1a c,6afly € irked cin each taro -est a bort. H. Interior surfaces of the Intorceptom 0,ifl have a protgr,`{iv+e bitunriifous efaoxy coatirrtl (or ars equivalent ptaduci approved' by the City) with a minimum dr,+ mil of 0 mils, I f. Maffei, top, and Erase a3e ftl ,0ial:i have toayue and groove jolntw. J, Lin rinds Of noa-penetrating lift holes shall be providcad for handling pre -cast interceptor:,ranons, K All totter materiae shall be a COW aidhesiw., preformed plastic gaekrat, nforining to FOOT Artiolo 942-2, L Iton•pc3notfating lift hales shall be fit od with nett -shrink grout after the EBS=bus En%Allatlon of the manhole ;eofjorts, €ill, Baffle shall be uAfed to the wall of the interoeptar. ' N. Ttirs €ritorceptor shall 40 filled with clear) {Mater prior to start up of the s system. C. Trip of tate manhole sting loc; ted in the p vcnit tat, stipUlG#er areas, 5 and sidem.lks $hail torr set flush to gr We, P. The trap of the Manhole castfrrg located outs;Ide these areas ,hwill be plddieI 2 inches above gratio. prior to soddirrg. Ill. Record Oratwingtt< A. Etei� ord drawings grbnlifted. 46 Ilea City as part of the plojvGt s acceptance swl comply with the faflow ng,- 1. Drawings shall bu Ie�tbJy inarkecj tea ttacotd actuaE construotfcxn. 2. Vrawing shrill show actual lacatkM Of «all undefground and abevo proctndvmter and Wastewater piping and relutad appttrtenanG. 3. All chatigds to piping 10cA0n iticiuding horizontal dad vertical locatitanz Of utltit€es anct appurterrancw shall be clearly shown and referenc d to Pertnuflent surface improvement, 4< Drawings ,shat€ Oow aotu;,a€ inside anti outside piping 5. Connection,$ for the Qre ase, and Oil interceptor and sarnpllfu3 Port as establi them by the City, 8. i a,r h sheet of the plates shall be signed, uealcacl, and dater# by the DeVeiopef's ENr INEER as. being "Recartl fJtawlns3s". Gorasiructiart p4ttn stbmped "RQoord Drawing" which lack the above rNUiretnenfs or stampert "A••Bufft .roilf not be acco Obie- and shall bre returned to the Dovolerpeeis ENGINIEE 7, Copies of all teOnq feaults and systafti c;learanre d0cumr2nfaticr0 from ulatory ugor oies,$halt also he safbiiritteo to tete CITY prior to tura issuance of the of CoMpjefiQrt"; P�alz+rs , SCALE: 1"=20' 40' 20' 0' 20' 40' C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f)770-486-8393 consoliciateddesignCcOyahoo.corn REGISTRATION SEALS lit MARC S. NEWMAN P.E.# 64314 1 U LL < 0 CL LJL O W LL z z 0 0 LL 0 LJL 0 Wi 0 W > _J z WO U) 0 z W LJL 0 All VJ :7) 0 Mr.". U! MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS 2. 7-25-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. U CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEETTITLE UTILITY PLAN C6 SHEET DATE APRIL 2, 2007 DATED: INITIALED ;� f3 s'f R = 5614.65' L = 117.30 FT CH=N21°21'40"E >CL117.30' `j Ff 3) SABAL PALM M. I +...:. t . l J' (20) LIVEell OAK (100 GAL) S 660 FLORIDA i , , ELM () WAr\F f NANDINA / L f (14) INDIA i '` HAWTHORN `� ` MY f { s�s I f f <i ', ...r..: .. j) ff "!fir! .• ., f f s/ (7) INDIA HAWTHORN HOLLY TEA M"." OLIVE (AROUND PERIMETER) ................... f s r COMMON NAME/ Sunshine State One Call of Florida Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte 04eRflEg0 CALL TOLL FREE TNROUGYIOUT FLORIDA ,OERGFZOG� t-800-43217700// J� LIVE OAK 4" CAL. @ 54" DDM (12' height) Uuercuo virguuana Two WORKING DAYS BEFORE YOU DIG 21 JNTI'S THE W Call 800-432-4770 two full business days before digging Call 10 days before digging when digging under water. Pn v ) Wall itm reyuirod Wne fur burse ulili s W be locnted and masked. 53 INDIA NAWTMORN Protect the marks during your pr fact. If marks are destroyed, call again. LL Dig safely, using extreme —lidu when digging within 24 i has©k Otur se of the marks to -old al hitting the burled utility lin es. DWARF NANDINA This is a free se Ice to help keep Florida aafol 3) SABAL PALM M. I +...:. t . l J' (20) LIVEell OAK (100 GAL) S 660 FLORIDA i , , ELM () WAr\F f NANDINA / L f (14) INDIA i '` HAWTHORN `� ` MY f { s�s I f f <i ', ...r..: .. j) ff "!fir! .• ., f f s/ (7) INDIA HAWTHORN HOLLY TEA M"." OLIVE (AROUND PERIMETER) TP 1.)F CU Q 'Ei.. ..... S ,...j�.. , .. ... ....F .:f 'k.l :1'., .:^.i s'<)2:" IKKIGATION OE51GN AND 5PECIFICATION5 50ALL UE PKOVIDED BY IRRIGATION CONTKACTOK. N ss� (7) DWARF NANDINA;; SABAL PALM 3) SABAL PALM ALL PROPOSED TREES ARE TO HAVE RED CEDAR MULCH APPLIED BENEATH IT5 CANOPY FOR LIMITS OF THE CANOPY UNLESS OTHER GROUND COVER HAS BEEN INDICATED PER THE PLAN t fE' .... .............'; ,' " ry ! ................... ................... f s r COMMON NAME/ TP 1.)F CU Q 'Ei.. ..... S ,...j�.. , .. ... ....F .:f 'k.l :1'., .:^.i s'<)2:" IKKIGATION OE51GN AND 5PECIFICATION5 50ALL UE PKOVIDED BY IRRIGATION CONTKACTOK. N ss� (7) DWARF NANDINA;; SABAL PALM 3) SABAL PALM ALL PROPOSED TREES ARE TO HAVE RED CEDAR MULCH APPLIED BENEATH IT5 CANOPY FOR LIMITS OF THE CANOPY UNLESS OTHER GROUND COVER HAS BEEN INDICATED PER THE PLAN t fE' .... .............'; ,' " ry ! ................... LANDSCAPE CALCULA:T TONS REQ UIRED TREE'S FOR ZONING PARCEL LINE REQUIREMENT'S (PER SECTION 2.313 & 2.3D 01"11-1E CI'T'Y OF SANFORD LANDSCAPE .REQUIREMENTS) (1) CANOPY 'T REE FOR .,EVERY 30-40 LINEAR E ET OF PARCEL: LINE 800 LF OF PARCEL .LINE 140 LF = 20 CANOPY f &EES REQUIRED 20 CANOPY TREES PROVIDED FOUNDA'ITONLANDSCAPE REQUIREMENTS (PER SECTION2.6 OF `I'IIE CITY OF SANFORD LANDSCAPE REQUIREMENTS) 3 PALMS FOR EVERY FORTY (40) LINEAR FEET OF BUILDING FACADE 244 LFOFBUILDING TACADE140 = 6 PALMS REQUIRED 6 PALMS PROVIDED LANDSCAPE AREA REQUIRGMENI'S (1) STIRUI3 FOR EVERY (20) SQ FT Ola' REQUIRED .LANDSCAPE AREA 1.383 SQ. FT. OF LANDSCAPE AREA/20 = 69.15 SHRUBS REQUIRED 70 SHRUBS PROVIDED "CfIERE AKT3 NO 1'RO'L'EC'Ct;D 'I'1ZEE'S UN—S-T 1'E 1. LAYOUT PERIMETER PLANTING SPACED PER PLAN 2. PILL IN BED WITH WITH i + \ PLAN STAGGERED SPACED PLANTS 3. MULCH W/ 3" OF CLEAN PIN5TRAW REMOVE CONT. OR 3U" U.C. TOP 1/3 OF DUKLA FINISN GRADE W/ TRENCMEU EDGE PLANTING MIX COMPACTED / Jl� llvlV PLANTING MIX SHKUD * GKOUNDCOVEF\' f LTG. DTL. (N.T.5.) PLANTING NOTE 5: I . ALL PLANT MATERIAL ✓MALL DE MEALTIIY, VIGOROUS SPECIMENS FREE FROM INSECTS AND UISEA5E AND 5UDJECr TO LANDSCAPE ARCI-11TECT'5 APPROVAL. 2. ALL PLANTING SMALL DE COMPLETED IN ACCORDANCE WITH AC•CEFrADLE MOR0CULTURAL PRACOCE5; THE CON TRACrOR 5MALL DE RE5PON5IbLE FOR ALL PLANT MAIN FENANCE INCLUDING, DUT NOT LIMITED TO; PROPER PLANTING MIX, PLAN DED AND TREE PIT PREPARATION, PRUNING, STAKING OR GUYING, WRAPPING, WEEDING, SETTLING, SPLAYING, FEROLIZAFION AND PLANTING UNTIL ACCEPI'ADLE DY OWNER. 3. PLAN r MATERIAL AND WORKMANSHIP SMALL DE GUARANFEEU FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. 4. THE PLANTING MIX 50ALL CON515T OF 5 PARr5 TOPSOIL ,f I PART MUMU5, COW MANURE, COARSE 5AND, G -12 -12 FERTILIZER ADDED AT THE RATE OF 5 POUN05 PER CUDIC YARD. 5. ALL PLANT MATERIAL SMALL DE MULCHED WITM 3" OF CLEAN PINE MULCH. G. ALL GRA55, OTMER VEGETATION •I DEbR15 SMALL DE REMOVED FROM PLANTING AREAS PRIOR TO PLANTING; TME CONTRACTOR 511ALL REMOVE FROM THE 51TE ALL EXCESS EXCAVATED 501L AND ALL DEDRI5 FROMT015 OPERATION. 7. PLANT OUANTITIE5 ARE PROVIDED FOR CONVENIENCE ONLY; THEY MUST DE VERIFIED DY CONTRACTOR PRIOR TO CONTRACT A WARD. 6. TILE CONTRACTOR 15 ADVISED OF TME PRESENCE OF UNDERGROUND UOLITIE5 AND SMALL VERIFYTNE EX15TENCE AND LOCATION OF SAME DEFORE COMMENCING ANY DIGGING OPERATIONS. 9. PRIOR TO PLANT INSTALLATION, TME CONTRACTOR SMALL STAKE AND/OR FLAG TME LOCATION OF ALL PLANT MATERIAL AND DED LINES FOR LANDSCAPE ARCMITECT5 APPROVAL; LOCATION ADJU5TMENT5 MAY DE NECE55ARY. 10, TME CONTRACTOR 5MALL DE RE5PON51DLE FOR 'FINE GRADING; FINAL 5NAPING OF ALL LAWN AREA5 AND PLANr DE05 WILL DE APPROVED DY LANDSCAPE ARCHITECT PRIOR TO SEEDING AND PLANTING; ADJUSTMENTS MAY DE NECE55ARY FOR APPROVAL. 1 1. CONTRACTOR 5MALL TE5T PLANT PIr5 FOR DRAINAGE; IF ANY PIT MOLDS WATER MORE THAN 24 NOURS, THE CONTRACTOR 50ALL AMEND TIME EXI5TING 501L BY WORKING ORGANIC MATERIAL AND/OR 5AND INTO 501L A5 NECESSARY UNTIL. PLANTING PIT5 DRAIN WITHIN 24 HOURS. 12. TME CONTRACTOR SHALL NOT OREAK PLANT ROOT DALL5, NOR SMALL AIR POCKET5 DE ALLOWED TO FORM WHEN DACKFILLING; ALL PLANTINGS SMALL DE SOAKED WITH WATER IMMEDIATELY AFFER INSTALLATION REMOVE TOP 1/3 OF DURLAP MULCH W/ 3" OF CLEAN PINES"rKAV POLE STAKE 2 STRANDS 2 GA. TWINE 12" O.C. SAUCER OF PLANTING MIX FINISH GRADE PLANTING MIX COMPACTED I I PLANTING MIX W TREES O NEIGHT OR 2" Mi FJEKM LESS 5MALL DE 5TAKED PLANTING MIX LIMIT OF MULChI TREES TALLER THAN 5' KOOTbALL SMALL BE GUYED SHADE TREE PLANTING DTL. (N. T.5.) SCALE: 1"=20' 40' 20' 0' 20' 40' C) AREWS .PLANT LIST QTY. COMMON NAME/ 91ZE Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte DOrANICAL NAME CA# 9938 450 St. Francis St. Tallahassee, FL 32301 TREES consolidafeddesign@yahoo.com 20 LIVE OAK 4" CAL. @ 54" DDM (12' height) Uuercuo virguuana (/00 - CALLON) 21 SADAL PALM 4" CAL. @ 54" 000 (12' height) 50bal palmetto 5OKU55 Pn v ) 53 INDIA NAWTMORN 3 -GALLON (30" height) LL Rapheolepis Iricllca 33 DWARF NANDINA 3 -GALLON (30" height) Nanchria clomestica 'Maria' 19 POUOCARP US 3-GALL10N (30" height) o Podocarpue rnacrophylluF, w LL z MOLLY TEA OLIVE 3 -GALLON (30" height) Osrriarithu:r hcterophyllus z U) FLOR I TAM 500 X, RED CEDAR MULCH 0.0 LL. w LANDSCAPE CALCULA:T TONS REQ UIRED TREE'S FOR ZONING PARCEL LINE REQUIREMENT'S (PER SECTION 2.313 & 2.3D 01"11-1E CI'T'Y OF SANFORD LANDSCAPE .REQUIREMENTS) (1) CANOPY 'T REE FOR .,EVERY 30-40 LINEAR E ET OF PARCEL: LINE 800 LF OF PARCEL .LINE 140 LF = 20 CANOPY f &EES REQUIRED 20 CANOPY TREES PROVIDED FOUNDA'ITONLANDSCAPE REQUIREMENTS (PER SECTION2.6 OF `I'IIE CITY OF SANFORD LANDSCAPE REQUIREMENTS) 3 PALMS FOR EVERY FORTY (40) LINEAR FEET OF BUILDING FACADE 244 LFOFBUILDING TACADE140 = 6 PALMS REQUIRED 6 PALMS PROVIDED LANDSCAPE AREA REQUIRGMENI'S (1) STIRUI3 FOR EVERY (20) SQ FT Ola' REQUIRED .LANDSCAPE AREA 1.383 SQ. FT. OF LANDSCAPE AREA/20 = 69.15 SHRUBS REQUIRED 70 SHRUBS PROVIDED "CfIERE AKT3 NO 1'RO'L'EC'Ct;D 'I'1ZEE'S UN—S-T 1'E 1. LAYOUT PERIMETER PLANTING SPACED PER PLAN 2. PILL IN BED WITH WITH i + \ PLAN STAGGERED SPACED PLANTS 3. MULCH W/ 3" OF CLEAN PIN5TRAW REMOVE CONT. OR 3U" U.C. TOP 1/3 OF DUKLA FINISN GRADE W/ TRENCMEU EDGE PLANTING MIX COMPACTED / Jl� llvlV PLANTING MIX SHKUD * GKOUNDCOVEF\' f LTG. DTL. (N.T.5.) PLANTING NOTE 5: I . ALL PLANT MATERIAL ✓MALL DE MEALTIIY, VIGOROUS SPECIMENS FREE FROM INSECTS AND UISEA5E AND 5UDJECr TO LANDSCAPE ARCI-11TECT'5 APPROVAL. 2. ALL PLANTING SMALL DE COMPLETED IN ACCORDANCE WITH AC•CEFrADLE MOR0CULTURAL PRACOCE5; THE CON TRACrOR 5MALL DE RE5PON5IbLE FOR ALL PLANT MAIN FENANCE INCLUDING, DUT NOT LIMITED TO; PROPER PLANTING MIX, PLAN DED AND TREE PIT PREPARATION, PRUNING, STAKING OR GUYING, WRAPPING, WEEDING, SETTLING, SPLAYING, FEROLIZAFION AND PLANTING UNTIL ACCEPI'ADLE DY OWNER. 3. PLAN r MATERIAL AND WORKMANSHIP SMALL DE GUARANFEEU FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. 4. THE PLANTING MIX 50ALL CON515T OF 5 PARr5 TOPSOIL ,f I PART MUMU5, COW MANURE, COARSE 5AND, G -12 -12 FERTILIZER ADDED AT THE RATE OF 5 POUN05 PER CUDIC YARD. 5. ALL PLANT MATERIAL SMALL DE MULCHED WITM 3" OF CLEAN PINE MULCH. G. ALL GRA55, OTMER VEGETATION •I DEbR15 SMALL DE REMOVED FROM PLANTING AREAS PRIOR TO PLANTING; TME CONTRACTOR 511ALL REMOVE FROM THE 51TE ALL EXCESS EXCAVATED 501L AND ALL DEDRI5 FROMT015 OPERATION. 7. PLANT OUANTITIE5 ARE PROVIDED FOR CONVENIENCE ONLY; THEY MUST DE VERIFIED DY CONTRACTOR PRIOR TO CONTRACT A WARD. 6. TILE CONTRACTOR 15 ADVISED OF TME PRESENCE OF UNDERGROUND UOLITIE5 AND SMALL VERIFYTNE EX15TENCE AND LOCATION OF SAME DEFORE COMMENCING ANY DIGGING OPERATIONS. 9. PRIOR TO PLANT INSTALLATION, TME CONTRACTOR SMALL STAKE AND/OR FLAG TME LOCATION OF ALL PLANT MATERIAL AND DED LINES FOR LANDSCAPE ARCMITECT5 APPROVAL; LOCATION ADJU5TMENT5 MAY DE NECE55ARY. 10, TME CONTRACTOR 5MALL DE RE5PON51DLE FOR 'FINE GRADING; FINAL 5NAPING OF ALL LAWN AREA5 AND PLANr DE05 WILL DE APPROVED DY LANDSCAPE ARCHITECT PRIOR TO SEEDING AND PLANTING; ADJUSTMENTS MAY DE NECE55ARY FOR APPROVAL. 1 1. CONTRACTOR 5MALL TE5T PLANT PIr5 FOR DRAINAGE; IF ANY PIT MOLDS WATER MORE THAN 24 NOURS, THE CONTRACTOR 50ALL AMEND TIME EXI5TING 501L BY WORKING ORGANIC MATERIAL AND/OR 5AND INTO 501L A5 NECESSARY UNTIL. PLANTING PIT5 DRAIN WITHIN 24 HOURS. 12. TME CONTRACTOR SHALL NOT OREAK PLANT ROOT DALL5, NOR SMALL AIR POCKET5 DE ALLOWED TO FORM WHEN DACKFILLING; ALL PLANTINGS SMALL DE SOAKED WITH WATER IMMEDIATELY AFFER INSTALLATION REMOVE TOP 1/3 OF DURLAP MULCH W/ 3" OF CLEAN PINES"rKAV POLE STAKE 2 STRANDS 2 GA. TWINE 12" O.C. SAUCER OF PLANTING MIX FINISH GRADE PLANTING MIX COMPACTED I I PLANTING MIX W TREES O NEIGHT OR 2" Mi FJEKM LESS 5MALL DE 5TAKED PLANTING MIX LIMIT OF MULChI TREES TALLER THAN 5' KOOTbALL SMALL BE GUYED SHADE TREE PLANTING DTL. (N. T.5.) SCALE: 1"=20' 40' 20' 0' 20' 40' C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 32301 (p) 877-591-8891 (f) 770-486-8393 consolidafeddesign@yahoo.com REGISTRATION SEALS MARC S. NEWMAN P.E.ff 64314 Pn v ) N CY7 LL U. o z w LL z z U) 0.0 LL. w 0 LL 0_J0 W z000-0 W 5� 0 W 0 U) 0 z Q LU W 07177r 0 U) i f r : 5 f MARK DATE DESCRIP-PION 1. 5-30-07 REVISED PER CITY COMMENTS 2. 7-25-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAvig DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Oc CDP Consolidated Design Prof., LLC DISCLAIMER:Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE LANDSCAPE PLAN C7 SHEET DATE APRIL 2, 2007 EROSION CONTROL NOTES 1. SILT FENCE MUST MEET THE REQUIREMENTS AS INDICATED IN FLORIDA EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL 2. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED WHERE DETERMINED NECESSARY BY ACTUAL SITE CONDITION, 3. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE, AS MINIMUM, IN CONFORMANCE WITH THE REQUIREMENTS OF THE FLORIDA EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL 4. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH IF ENTRY TO OR EXIT FROM THE SITE. 5. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OF SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED. 6. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS. 7. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 8. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD. 9. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE. 10. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED. 11. EROSION CONTROL DEVICES SHALL BE INSTALLED CONGRUENT WITH GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY. 12. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. 13. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY LANDSCAPE ARCHITECT OR LOCAL INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENDURE MEASURES ARE FUNCTIONING PROPERLY. 14. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE UTILIZED FOR EROSION CONTROL. IN THE DETENTION POND, SILT SHALL BE REMOVED WHEN A DEPTH OF 18" HAS ACCUMULATED AT THE WEIR. 15, FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. 16. ALL CONSTRUCTION SHALL CONFORM TO CITY OF SANFORD AND STATE OF FLORIDA STANDARDS AND SPECIFICATIONS. 17. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. 18. ALL UTILITY EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO PERMANENT CONTROL EROSION STANDARDS. 19. ALL OPEN SWALES MUST BE SODDED, AND RIP -RAP MUST BE PLACED AS REQUIRED TO CONTROL EROSION, A MINIMUM OF 4.5 SQUARE YARDS OF 50 LB STONES SHALL BE PLACED AT ALL DOWNSTREAM HEAD -PLACED IMMEDIATELY UPON THE INSTALLATION OF PIPES AND DRAINAGE DITCHES. 20. SILT BARRIERS TO BE PLACE AT DOWNSTREAM OF ALL CUT AND FILL SLOPES. 21. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAT 7 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 22. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOILED DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. FROM THE DRAINAGE AREAS SHOWN HEREON IN AN EXPEDITIOUS MANNER AS CONSTRUCTION PROGRESSES. fl t 1 C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f)770-486-8393 3 �tiiDl a`, f }�Yyy�fN# MARC S. NEWMAN P.E.# 64314 r, V) co co �ti t F LJL u ftI Ti,C' 0 il.LJL 0 Z W LJLz C) 0LL W Q � W 0 . . z i{V W 0 K\ :g A ka r">>fT Its 3�l � S F_< 0 T f e l g r 1.0 Fat l7v. gilt: Fence C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f)770-486-8393 consolidateddesignCyahoo.com REGISTRATION SEALS MARC S. NEWMAN P.E.# 64314 V) co co LJL U 0 il.LJL 0 Z W LJLz C) 0LL W Q � W 0 z W 0 AML ' I I � S F_< 0 T 0 MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmas.dwq DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. U CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET "TITLE EROSION CONTROL DETAILS C8 SHEET DATE APRIL 2, 2007 DATED: INITIALED SCHEDULEIOF BELL REINFORCEMENT ClrJsses U. m;1Y Yr Wall A, B, C Nanlno! Pipe plamalnr p.trgn Bel! Rnlnlwnnmunl Ibxrmum Ro Unae, mm�nl roloternms 15 YJ. IN. PER rOUT O.O/ $0. W. PER FOOT 2,040 ! " O.m f 4 -0,0J-0.010 To The Shoulder Point And -�--_� _ ote Arrangement Of JD" 0.12 Meet ASTM C_/6 Bell Relnforcemrnt 36 1 0.19 0,011) 42" _ 0.16 0.010 48°1 0.19 O.Qyl 54' -i 021 O,OIZ 60 0.213 VQ05 66" 0. E6 0.015 72° 0.ZB Spigot End To Be L____J 7a,O.JO a r ++ + Placed In Existing 64' 0.133 0.0195 *All efrwmferenlfol steel located above this line 0.35 0.071 ss D.37 O.OZE,;i� 102" 10.40 0.024 106" 0.42 0.0255 Allowable Tolerance For Last 1.15 L Collor Of Gloss I Concrete Existing -_ Full Wrap Of Refnforcing When Using Single Elllpllcal Cage. J" L Julnf- _ Note: Cost of concrete a bituminous coal! to be Included 1 rMn W re r n- ve/W I • fZ" v n 0 No Wo n L ac ! M contract rice for either new o or llcrcd End Section. u c n \ F11lof F br! P P P n• M Ml. 1 In. n , 1\ J A concrete Jacket slxrl! fro! ba used !o o1n: a• J \ - -Scourtsg 0acv!ce f a J metal pipe of dlssim!!ar malerlals PIPE SHOWN !b1 flaxfbla pipe when the minimum cover required /n ~0 PIPE accordonca with hxlox No. 005 cannot be obtained. VIEW PIPE SECTIONS (May Be Formed By Any Method Proposed - Cast of filter fabric Jacket to be Included In cost of pipe culverts. DISSIMILAR TYPES Approved By The EnginearJ _ �_ The Last Full Wrap'-- r:': • �--• JO' Mvx. ALL PIPE TYPES CONCRETE PIPE SHOWN CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES Remove Portion Of l2' r- - - - - - - - - - - - - Exlsl! Endwtlll Lass f Of RelnforcAlg Shull Extend , , , , , , FILTER FABRIC JACKET OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS _ ng To The Shoulder Point And -�--_� _ ote Arrangement Of CONCRETE CON 1 Than IBelow crude Meet ASTM C_/6 Bell Relnforcemrnt Last Revision sheet No. = s1J1IIl - f'Mln. Cover h ri:: J'Mox: r- 60'A,ax. \�- •r'1 04 2-�'0 Hoops�� 1 I 1 - -E'Min.Govrr ... I 0 oY GrouG pII Sa{/n ExUowe emI I II ---- Existing Endwall0th rMPravedCaI! -1r / Y Grout Index No. 280 12 a a + a ^ Rubber Caskof I Round Or Proff/a J LLL I (Round Rubber Casket Shown) 44 I a as Spigot End To Be L____J F` t a r ++ + Placed In Existing a 4+44 Cut Toe Of Exfstlrp frdwoll Endwall RegaM/ess Of *All efrwmferenlfol steel located above this line To Contour Of Pipe Direction Of Flow within 1.75 L Is darined ca bell reinforcement. a aa a + + SECTION AA LONGITUDINAL SECTION RGUND RUBBER GASKET SHOWN Nota+ Cast for removal and disposal of portluns of top and toe of oxfsfing uno'wall and cost of DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING RIX/ND OR PROFILE RUBBER GASKET cancrato, ra/nfarcdp stool and construction of collar to be Included In the contract unit prlcu for pipe culvert. !z' For Pipes 14" ZJ' Through r9'x JO" - Class.[ Concrete CONCRETE COLLAR FOR EXTENSION Z4' Far P1paa 24' J6" And Larger- Any Wire Mesh Arran F 5fou Which For Ono OF EXISTING PIPE CULVERTS \ O,IZ6 Square Inches Of Steal Araa Per Lfnuar Fool Both Ways May Oa 11504, Provided Tha ,a Wires Are Spnacod A Minimum Of 2" And/Or A Max1mum Of 6' On Confers l2' For Plpos 15'Tlrru 24" Voyles /F Z4' Far Pipes JO" And Larger Joint � „+I / C/ws I Concrete r+ „s I LII CONCRETE JACKET _{� o - * __ class t concrete Double Casket Rvbbcr GUACI Primer (Prorarmed Plastic) z I I ! Joint- Nota+ar reel-nffoorcement see elll tkVl / n oncreta acket. pP (All Pipe Slz a p as BELL AND SP160T TUME &G WWE -Primer DISSIMILAR JOINTS Filler Fahrla Jwkat erprlred Editor Fabric Jackal Royulraa PREf,ORMED PLASTIC JOINT PROFILE RUBBER GASKET Bilumtnous Coating Roqulrod For l FORE ULL UPJ (BEFORE PULL-UP) CMP (M Suitable Bituminous Materfal P May Be lle/d Appllcd) Bituminous Coating Cost of concreteJacket or filter fabric Ixkat to be To Extend !Zn 8eyond Corscrefe Collor tho/Wed in cast of etltptlafl oonerele pipe culverts. ELUPTICAL CONCRETE PIPE JOINTS Varies Joint_---` Wovon Or Non -Woven t I2° f2"" l Filter FnLYic I I e D J Overlap 2" in. -` Min, nr+ Typo lSee Index No. 1991 `Searing Dov L, \ - Flexible Pipe ELLIPTICAL PIPE Gloss l Concrete--'""� (Corrugated Steel, Corrugated Aluminum Corrugated Po! eth lana or PVC1 joint - ,Y Y F �I� Vr! U s e Class I Conc. - Roulxd Or ENlpiioui / i"-Maln Line Pipe I / _ 4" Min. Smooth Inside ^ Joint With Max. Olumator^ Z Dlometer y Marie, Of Main Line P! a (Or v '. P m Ral9ht Of Elliptical Mc in I Un* Pipe) Pl nJ p c Slub Plpo zt 4'0 Hoop --^`-F. 4" Min. Cut And Bend Plpe Reinforcement Cost of concroto and steel to be Imiudod In contract unit price for pips w1vort. CONCRETE COLLAR FOR JOIN/NG MA14NUNE PIPE AND STUB PIPE \ O ELLIPTIL',L ISOMERIC Julnf- _ Note: Cost of concrete a bituminous coal! to be Included 1 rMn W re r n- ve/W I • fZ" v n 0 No Wo n L ac ! M contract rice for either new o or llcrcd End Section. u c n \ F11lof F br! P P P n• M Ml. 1 In. n , 1\ J A concrete Jacket slxrl! fro! ba used !o o1n: a• J \ - -Scourtsg 0acv!ce f a J metal pipe of dlssim!!ar malerlals PIPE SHOWN !b1 flaxfbla pipe when the minimum cover required /n ~0 PIPE accordonca with hxlox No. 005 cannot be obtained. VIEW PIPE SECTIONS I Masonry PJ r w -�-_ B" PIP as 1-0 60' l?"YJpes 66" To 108" 16', P! o^ Above M' p Cast of filter fabric Jacket to be Included In cost of pipe culverts. DISSIMILAR TYPES Nato. Un/ess otherwlso called for In the plans, the FOR ALL PIPE TYPES CONCRETE PIPE SHOWN CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES crest of plugging pipes to 0 Included !n contract unit prlca for new pipe. G FILTER FABRIC JACKET OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS PIPE PLUG 3"R CONCRETE CON MACS EW R N MAN P.E.# 64314 2006 FDOT Design Standards Last Revision sheet No. 04 1 of 4 a a 0 �, MISCELLANEOUS DRAINAGE DETAILS Index No. 280 10.0" 1/2W1 +T 1/2W1 +T T NOTE FOR ALL CATCH BASINS: A THICKNESS OF BRICK WALL _ DEPTH MIN. THICKNESS C.D. PIPE CONSTR. JT. (T) v' aro 10' -----------B„ I- J _ _ BRICK ,.,, /�-•.........,� J 10' TO 20' ----------12" i - 20 'ro 30' -- -16 LONG) END BRICK - - ---- �' r 1/2" EXPFlNSIOIJ JOINT MATERIAL SHALL BE PLACED AROUND THE cPTCH BASIN WHERE SIDEWALK OR 8" DIA. C ONC./ MEDIAN PAVEMENT IS PLACED ADJACEN r To •I HE PED i CATCH BASIN. / / ✓ BEGIN CONC. - I BRIGIt CONC ' 1/2" EXP. IT Lu CONST. JT. 4-1/2" BARS f i PAYLINE FOR O Ii - 4' LONG (r E) - SLOPE L ! i BASIN i iv r `fl S \ BEG. SLOPE TO BASIN 1 Nt m CONST. JT• MAINTAIN NORMAL GRADE A F 13 O" (MIN) PLAN FOR CATCH BASIN WITH CONCRETE CURB AND GUTTER NOTE: TOP SLAB MAY BE CAST IN PLACE OR PRECAST. IF SLAB IS CAST IN PLACE, BUILDERS PAPER IS TO BE 101-01, PLACED BETWEEN THE CATCH i� 4'-4" 4'.4" 4'-4" 10,_0„ .. N I BASIN AND THE SLAB. 8" 1/2" EXP. JT. BATTER SAME 2FT. MIN. EDGE TO BE RUBBED / AS CURB 1 1/2" CHAMFER `_._--I--- ------ � r;,-- -- -1 ) � g„ ORS' -\ _ '' - _ CURB \ 7._1/2" OR 5 1/2" ^. ___ } _� _ `. - 4 1l'2" S-- --� - - /i 'S Gpp)_ - ..._- 2^IFT__ - / ........ BEG. VAR. C. & G. i EXP. Jr. - 8" DIA. CONC. PEDESTAL SECTION 8" 3'-0" MIN. i-- - f SECTION 1-I - - OPNGO_"__ 51/2 R 6" CURB NOTE: NORMAL SLOPE OF CONCRETE APRON To BE INCREASED UP TO 8" WHERE SECTION F -F "H" PERMITS AND LONGITUDINAL PIPE IS LOWERED FOR OTHER REASONS. BATTER SAME 2FT M 5 1/2" OPNG. FOR 6" CURB T AS CURB IN 7 1/2 OPNG FOR 8 CURB NORMAL SLOPE 1/4' IN 1' � g„ BRICK - 8" CONC. 1" MIN H R Q p. MORTAR PED. - - - fZ IFC t° - LONG. H 12MIN. / " 8„ C.D. PIPE REMOVE1 UR 2 BRICKS FOR TEMP. WEEP HOLE C PIPE - - --- -- C1 BRIG = __ t_ 3/4" -� - -- 3/4" I + - LONG. - PIPE 2., r VAR. PIPE - Tr _-T-O" T �t_ -I 2" W1 VAR. 3/4" h_ SECTION J -J r _ 3, 0„ MIN. DETAIL OF LADDER BARS ___ T + P 1 ,r --- n DETAIL OF TOP REINFORCED CONCRETE SECTION A -A ARRANGEMENT OF SLAB CATCH BASIN FOR 12" THRU 24" PIPE LADDER BARS 4'4" 1 4'-4" 4'-4" NOTE: MINIMUM OF 3 -3/4" DIA STEEL T W1+2T T LADDER BARS ARE REQUIRED IN ALL CATCH 1 #5 DIA. DIAG, BARS 1 1/2" CL.TYP BASINS WHERE H IS GREATER THAN 4'-0". !! / _ = � NUMBER AND LOCATION OF LADDER BARS IN \� rr, CATCH BASIN TO BE AS DIRECTED BY THE ENGINEER. I _ �-- - f 6" CATCH BASIN (DOUBLE WING)___ PLAN ING)_. -___-.PLAN OF BOTTOM OF SLAB REINFORCING -- SCALE; NONE CGP -09 - 6" _o _n.. n__a i1I%t,_ • D.O.T. STANDARD # 1034E NOTE: ALL BARS IN PLAN VIEW ELEVATION L1112" FACE CONC. ToLC OF REINF. ARE SPACED AT 6" O.C. NOTE: FOR PLAN OF REINFORCING STEEL IN TOP PORTION OF SLAB SEE PART PLAN OF CATCH BASIN FOR 30"-60" PIPE. NOTE: BOX SHALL BE BRICK OR PRECAST CONCRETE IN ACCORDANCE WITH ASTM C478. Sr V w 1"Wivrn $fad a:: ln-tia- ,.s . I ihI 04'ructfyn elf Travel I li • c' W; Jrn.i "age Of AeJer-«vl" rr I t i �.J �'`� Lr 9 E 0 "V 1 • �` f5,e J:3btt ........ �.3 -M✓ I TNA(CATeD 0 0 0 0 PLAN VXW Atl Side u,i r'urb Tulsa%,5 S x,Itl ha.e O tes,Ouble tWgfidi.q Star/LI"%es T Ut Exterd The cull W"?lin r ' Of The !iota;, And 1n The Direction Of i'rrrmj P4 L Iyer, C60 nna.} Fina? Tha & cl; Of Cu, -L. .'URB I`AMP ,DETECTABLE WMNING r•'f /�/ - �`' eFJ'\`rtT',..,, '.."S&jrt,s •;,, _ �'`W,. rJ r;,:'?�,'r "y,.w rya �' g1 e; -•,, Y;;s' x0,, ,.' �.. z O �ti •f r -;-✓ ',.fi `�.,� Y 4 � •.'V '�� ll� ..• .-• ,.+-' „i 1. f -- /a l f 1 T /J' w' r ti . r ��,,{{�,,IGF � �/ •-.t ^Fr°y .r� lrfrp��a �, ` /,, t '.ifdej9'a#.k { �r Af."nmant Yaflatfons S "J r z' 1tl1:. Fullt i, Ifr r t 'a it"ief ;then Cru �rrv;r, ?tufkarrrs F're i s`f2gs tad td]rrg ts'Jr<5 1,7a'st r ar't - _ With n f tw,%Iv711f. r inks And east I;VTth if,, Projected .:.ia'.. f:e>:�sewrrc Ai gs;aunf f�. rTC ^cad#h Wfdltra rind ear fgcrrfkn rcrr. s>•:?st con firm fr, ri4vx Hu.. W 44 w4 If;, E6,, V-CONTROL JOINT (TYP.) (SEE PLANS FOR EXACT LOCATION & SPACING) SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) COMPACTED SUBGRADE (SEE SPECS.) 4000 PSI CONCRETE W/FIBERMESH TRASH DUMPSTER CONCRETE PAVEMENT DETAIL N.T.S. STANDARD - CONE SECTION / X12"(GYP.) , / 1r EXPDX GROUT 3/4" DIA. BAR X 1112" 5 1/2" 12" WIDE STEP 5" A TYPICAL STEP N.T.S. tax ti atilt- i n Jnr a f H.Ia If Curb r ZiAcx" fr a1016w,(Lt CU&I CfY .YvFFER Tlf?NiIIITO5 snr_�,.3 arTtAYP th,U I WAv, F GURI) GWJ?G\V.S Szv 5hoat'4 Nei Note pgt0ur of crse nr tc°h rory.'w try 4A4VI4 q*:s ;�;dea hba tvt n<, J t f n !rJln, ^r 1 n r<� , ..Jtk R,100 yr 1 .-� ........ .1-11et{1r Strip UNE44A WDEWAIX RAMPS TYPICAL PLACE'mar of PuausmE'WAa CURB RAMPS AT C URB �E'TURNS AS INDICATED 1/4 " PER V SLOPE '4" V, SURFACE 1 z" 1 3000 PSI SUBGRADE'TO BE COMPACTED PORTLAND CONCRETE TO 98% 5• rANDARD PROCrOR TURNDOWN SIDEWALK DETAIL N.T.S. 1.5" ASPHALT SURFACE 4" COMPACTED THICKNESS BASE 6" COMPACTED SUBGRADE CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150°. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT I% WHICH IS SUFFICIENT TO COAT THE BASE MATERAIL UNIFORMLY WITH NO EXCESS. APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING. TYPICAL PAVEMENT SECTION N.T.S. •STANDARD MANHOLE FRAME AND COVER BRICK COURSES FOR ADJUSTMENT TO GRADE TYPICAL JOINT TYPICAL RISER SECTION 1'-0",1'-6",2'-0",3'-0",3'-6",4'-0'1 HEIGHTS WALL ONE PIECE BASE UNIT 2'-0" AND T-0" HEIGHTS, 5" WALL NOTES: A 1. ALL HOLES MUST BE PRECAST. 2. MAXIMUM HOLE SIZE = PIPE O.D. + 4" SECTION TYPICAL INSTALLATION STEP N.T.S. + 3„ TO 3 8.. 8„ ri ARRANGEMENT OF STEPS ic V NOTE: PLASTIC COATED STEEL STEPS ARE REQUIRED IN ALL CATCH BASINS. FOR ADDITIONAL DETAILS SEE STD. #906 - - - - - - - - - - BRICK OR CONCRETE THRU ONE PIECE BASE UNIT STEP DETAILS COLLAR WALL REQUIRED ON ALL PRECAST N.T.S. N.T.S. MANHOLES PRECAST MANHOLE DETAILS 0 NERAL NOTES 1fckv r .ak Yrb . mlibs cstraad 11s !h r G^ kv. rayf r . r'a.{a c%PPars itct at t p. ;YIge Wntiigwas Jru" cta r pale. ?flan clr fv.?iar fdtw to peek4iflan v too, Ifkrue-rfs xd &cWit, r fn fita Y"Ns'o "Igilt of way nd !c :e'rVss,1bly P"z�ift r fwft v orf vrr.,r cYert sites, s,r::Y tcc#lllfvs W16,, arfPwvlF.G z+ -d f{a r Wtttv., &tdes'ditT gra le Irxtt curt rcrPs V..T.u! u^toat 4t aI froat !niton n .,"ff5 a o ci F xn"r s i xit bW2 w(b" roturr,;, Jar`ret u 6 rafu ns s i a ed to s :. bf tdaxTio, .rvr Pu cvcrrsra,u w-' r G rJnosn� r zn, td c k vt9nnt.? atd wgito hs•#f Pr.N a a r o.• + d - :r k of ito Fpt of ats,lr r,.t=. s r Shoat 9. 2. Th i_e aiign u+ri ar rriui'r^n of afro r ynpd, .ixif La> mV t"? the, foIurs. «1 v S, CWn re rp r nal 6 a >s J< nr�,rr..nad .:fPt�r cvb•ft aVF „a ., ape tr 1 c F and crow :rtppn 002 rJr t.dtfr3 rrdr,,ztttron stap:s sx!l not ie st Par 1r'r t r tr' Who Jt rhq vxtstky pt n try a r.x llfrr,:s w1wre axfrrtImj s f r1e,.,ac r t prrr':C%5 I1ra ar>..,:rass.*lstrar. c:t` d tures s .,.� of f: 12, : rt.'mr y stcpc ✓crc,'e,'{ f e c>,d P r �� ,s p:hnttiAd for a rr t G:°.& rrtixlrr,4tr v 7 1 tvrihrrrf 'vp;' rf t,Ctrr 7n t a N1 r'r:1 f r d t3 purmlHe•J Ypf u rr e Q'' -. PVY Tx;*n{. i'h rp a4.;ypr rarx"e 'Vtth the J'cqulr, naw ltv (or czC,h be fu ry Met th r:f<•r#:r[.rss. t W,`&e. true.• s#cpa zhail le pror'de^.l. 1 cmr rclAnle14 Sl.TJa 'z rot rsr,*.limus r0.3xceed B'Ia i2i "a, except atsttc\4 wht{ ro 1PI PAT,,4 is :lry m gr'catxr Imilh. •f, If c x rh rrrp 3 'coat a alrc e pevtTr c "i wr q4 ra tie ,moss. then the svwn ' .rrvit WN, srTr:Ft1?ars „rap,..; ,S Jhs n>;Aa. ?re sxjxia'ne-m staph of tlr.. tray PtiarM 404 ha dr1,2, ,r ,M r Y "7r 1' ° N 1iarps ,y .A ..� A rah rik> of ld float! 34 a:o7{a,->r :r r, cher frrpravurran s Era, Ida y:e#wrrae awpy Flom ita?perff�a at ayl; PV;pardtuJtar to trte zfdtnylik; Lrprws✓•'ehra luf'xv<'t,Yrr,c, aro. r,ol r S'ir.1 'J"'Wrb rorx (',r linacrPt*ofTvf? trYtfio, C•z,rb rcTP ;;ata r i, wwlil as 4,wN;r, shift i Sia r1 ilia (till wNth of Jho res Jt auv `R 0', it, e trap of t o\ et °4' Crow the sxxk f Garb, INkc -&i wr,fr'rn f ,vlrfrY s`r ri be cr,Wfrrh:iw 2"r t tturlr:q a fnrn'aT' 4 4 r5 poflorn In ,fair LSA& fritts L' S LoXA)%n t k i o Stat,r_sFr;r.Wia,;tJKtlu,tU:+,.A.U.A.rG2.v3.gJAsti}rIW40<Aaf,.,aectiof,l.Z9Z,.IOJAtit•�hc:wn above let l;%, Translrr n .rcp.s art 7rvt to hul,e d-techodi a, b`nre>.L'J. ati;e• :V rt-'.xtlr`W but In tt+e Glt ns il- rcr�, lotocictle worrrIN .` rv.ce ,."ort: b. :ofryti•d In c�a&";ot rt 9 5hWX*;1J .igecTft mJi aaY 7. llher a wr6 rmlpp is can: ttc4oa ?"f?ntil "xWifV garb, wrb 4fTq wl dro fi/G! shtmit, the p tr tt? '7. W, b r r verb ami 7,{t81 :,tAr11 t4 rom,ee6r1 f.2 thl fwan5f to!"if UYUt2E1' 1,)R ar•b ratusriralxs or to kw .YSaAt tb.t w rclv.nhng edlon of cath arovrf` arxt Wtter Ig ".t '. t ra3J lr 5. f ! - s �! v, i ire ;,tna rr r/C^.e:xu tteY l ba r rva.,., f,s the recru.:t e1 J o„a' t.: Sf 7 1 r f t !' p r iransr cn rk. Cs wd;c dre.,d 5" tc t c exPertf-rYxs ry rarr.af r. s_ot,. 3f ,I ESvati fv' T E n C te:1s fiat b a 6, .Anti mme.ic rdc:a trrw7,r r aaa fcr retX rrn, fprons,Per?NM,?"N.1, 9, Pub,I rc ,vs rtr.i fa arae pald for aS Follows; Rrspc,rtgxnstrrt.d rd rvlx"WIIAnr,,,dadoesYs"s u ilkfu.otquCMJstcunoli, V er $ ore 16 bC t4Td far t,?tPrr t?!c Xf)ir j I? Ii? xN1 TO JWgG qg r4,^c0l. 1,... ChN,4 J, 5Y. Gib ! analtt6YA :d 4-f rF.•a's3?. v'ie,7 tai w aro ha CC para Err Jr/?t,7 r Ma Waltz? o')if arras fo the Acv nJ nrTb, #, a., a;fn Ccr,c„ 1. Type -)'U- nr Curb OZU Guffar Cbna„ t t fpr, J. LF. iVft i v taxi lu fmi It ss £ rte 'e vvaf ufr! Cl v05vr of exs rq c-urb, cVTb gad wthr, ^i drrr rdewtrtt r3 hat nr vfvvd In t# -4p J r .They nt„ t 0T to rvs 1 oxf Uts a t of lkle rca r" <, ztl rya i cAWiA,J ,aT ?tis ,rdfa;'f tWt FrIvo tO f:e>y wrb, vsrG v';d Wicr c r .fUr JI n,eU % respectlrtty: DESIGN NOTES 1. '£,§e rOw ru tV r+era ,fir tq f l Bentyl ,4'u19, r la -lo rr.rr Oc a.e4:ra' .n li,rit r' t u avfrn.f ,obe fwar:n y• r t r Me r, r f ,a /a as n tar ,l Jit Ir.>Gx ut d t r rxi crani wa Nr s,u a n rYnsrra rr ve,'st »ditnrF• rt r ' t n . su, Is a r t b s a c 't 6 . k 1 , 0 4913 Sl,rc, +{ with t'ufdfrifS 4 f ef' ftnXt StGtXti' J J G I Ya t fJ" P • i t � 'ernxn s,r rata fn v Y »rt? 5 t • �a ,r .rt 1 r :Fs ori on 72 /Iry Stir d � co c ons the s s P r r r 1 t f r i r mitt aV ifs for dFlust t o nr r tc• .,z,.;>s .rano .,rf�.... Yfra; nry ,.... ir3 nsc„w;ar•' P `rq r r enntrsu?, t<,i.es kvk Drs tlrht o Erg l ir,•'tux. 15' MAX. G w D A ,A • D A ,1 G• D 6 G b 3"R CONCRETE CON MACS EW R N MAN P.E.# 64314 .e1,5;MAX. 'Q V-CONTROL JOINT (TYP.) (SEE PLANS FOR EXACT LOCATION & SPACING) SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) COMPACTED SUBGRADE (SEE SPECS.) 4000 PSI CONCRETE W/FIBERMESH TRASH DUMPSTER CONCRETE PAVEMENT DETAIL N.T.S. STANDARD - CONE SECTION / X12"(GYP.) , / 1r EXPDX GROUT 3/4" DIA. BAR X 1112" 5 1/2" 12" WIDE STEP 5" A TYPICAL STEP N.T.S. tax ti atilt- i n Jnr a f H.Ia If Curb r ZiAcx" fr a1016w,(Lt CU&I CfY .YvFFER Tlf?NiIIITO5 snr_�,.3 arTtAYP th,U I WAv, F GURI) GWJ?G\V.S Szv 5hoat'4 Nei Note pgt0ur of crse nr tc°h rory.'w try 4A4VI4 q*:s ;�;dea hba tvt n<, J t f n !rJln, ^r 1 n r<� , ..Jtk R,100 yr 1 .-� ........ .1-11et{1r Strip UNE44A WDEWAIX RAMPS TYPICAL PLACE'mar of PuausmE'WAa CURB RAMPS AT C URB �E'TURNS AS INDICATED 1/4 " PER V SLOPE '4" V, SURFACE 1 z" 1 3000 PSI SUBGRADE'TO BE COMPACTED PORTLAND CONCRETE TO 98% 5• rANDARD PROCrOR TURNDOWN SIDEWALK DETAIL N.T.S. 1.5" ASPHALT SURFACE 4" COMPACTED THICKNESS BASE 6" COMPACTED SUBGRADE CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150°. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT I% WHICH IS SUFFICIENT TO COAT THE BASE MATERAIL UNIFORMLY WITH NO EXCESS. APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING. TYPICAL PAVEMENT SECTION N.T.S. •STANDARD MANHOLE FRAME AND COVER BRICK COURSES FOR ADJUSTMENT TO GRADE TYPICAL JOINT TYPICAL RISER SECTION 1'-0",1'-6",2'-0",3'-0",3'-6",4'-0'1 HEIGHTS WALL ONE PIECE BASE UNIT 2'-0" AND T-0" HEIGHTS, 5" WALL NOTES: A 1. ALL HOLES MUST BE PRECAST. 2. MAXIMUM HOLE SIZE = PIPE O.D. + 4" SECTION TYPICAL INSTALLATION STEP N.T.S. + 3„ TO 3 8.. 8„ ri ARRANGEMENT OF STEPS ic V NOTE: PLASTIC COATED STEEL STEPS ARE REQUIRED IN ALL CATCH BASINS. FOR ADDITIONAL DETAILS SEE STD. #906 - - - - - - - - - - BRICK OR CONCRETE THRU ONE PIECE BASE UNIT STEP DETAILS COLLAR WALL REQUIRED ON ALL PRECAST N.T.S. N.T.S. MANHOLES PRECAST MANHOLE DETAILS 0 NERAL NOTES 1fckv r .ak Yrb . mlibs cstraad 11s !h r G^ kv. rayf r . r'a.{a c%PPars itct at t p. ;YIge Wntiigwas Jru" cta r pale. ?flan clr fv.?iar fdtw to peek4iflan v too, Ifkrue-rfs xd &cWit, r fn fita Y"Ns'o "Igilt of way nd !c :e'rVss,1bly P"z�ift r fwft v orf vrr.,r cYert sites, s,r::Y tcc#lllfvs W16,, arfPwvlF.G z+ -d f{a r Wtttv., &tdes'ditT gra le Irxtt curt rcrPs V..T.u! u^toat 4t aI froat !niton n .,"ff5 a o ci F xn"r s i xit bW2 w(b" roturr,;, Jar`ret u 6 rafu ns s i a ed to s :. bf tdaxTio, .rvr Pu cvcrrsra,u w-' r G rJnosn� r zn, td c k vt9nnt.? atd wgito hs•#f Pr.N a a r o.• + d - :r k of ito Fpt of ats,lr r,.t=. s r Shoat 9. 2. Th i_e aiign u+ri ar rriui'r^n of afro r ynpd, .ixif La> mV t"? the, foIurs. «1 v S, CWn re rp r nal 6 a >s J< nr�,rr..nad .:fPt�r cvb•ft aVF „a ., ape tr 1 c F and crow :rtppn 002 rJr t.dtfr3 rrdr,,ztttron stap:s sx!l not ie st Par 1r'r t r tr' Who Jt rhq vxtstky pt n try a r.x llfrr,:s w1wre axfrrtImj s f r1e,.,ac r t prrr':C%5 I1ra ar>..,:rass.*lstrar. c:t` d tures s .,.� of f: 12, : rt.'mr y stcpc ✓crc,'e,'{ f e c>,d P r �� ,s p:hnttiAd for a rr t G:°.& rrtixlrr,4tr v 7 1 tvrihrrrf 'vp;' rf t,Ctrr 7n t a N1 r'r:1 f r d t3 purmlHe•J Ypf u rr e Q'' -. PVY Tx;*n{. i'h rp a4.;ypr rarx"e 'Vtth the J'cqulr, naw ltv (or czC,h be fu ry Met th r:f<•r#:r[.rss. t W,`&e. true.• s#cpa zhail le pror'de^.l. 1 cmr rclAnle14 Sl.TJa 'z rot rsr,*.limus r0.3xceed B'Ia i2i "a, except atsttc\4 wht{ ro 1PI PAT,,4 is :lry m gr'catxr Imilh. •f, If c x rh rrrp 3 'coat a alrc e pevtTr c "i wr q4 ra tie ,moss. then the svwn ' .rrvit WN, srTr:Ft1?ars „rap,..; ,S Jhs n>;Aa. ?re sxjxia'ne-m staph of tlr.. tray PtiarM 404 ha dr1,2, ,r ,M r Y "7r 1' ° N 1iarps ,y .A ..� A rah rik> of ld float! 34 a:o7{a,->r :r r, cher frrpravurran s Era, Ida y:e#wrrae awpy Flom ita?perff�a at ayl; PV;pardtuJtar to trte zfdtnylik; Lrprws✓•'ehra luf'xv<'t,Yrr,c, aro. r,ol r S'ir.1 'J"'Wrb rorx (',r linacrPt*ofTvf? trYtfio, C•z,rb rcTP ;;ata r i, wwlil as 4,wN;r, shift i Sia r1 ilia (till wNth of Jho res Jt auv `R 0', it, e trap of t o\ et °4' Crow the sxxk f Garb, INkc -&i wr,fr'rn f ,vlrfrY s`r ri be cr,Wfrrh:iw 2"r t tturlr:q a fnrn'aT' 4 4 r5 poflorn In ,fair LSA& fritts L' S LoXA)%n t k i o Stat,r_sFr;r.Wia,;tJKtlu,tU:+,.A.U.A.rG2.v3.gJAsti}rIW40<Aaf,.,aectiof,l.Z9Z,.IOJAtit•�hc:wn above let l;%, Translrr n .rcp.s art 7rvt to hul,e d-techodi a, b`nre>.L'J. ati;e• :V rt-'.xtlr`W but In tt+e Glt ns il- rcr�, lotocictle worrrIN .` rv.ce ,."ort: b. :ofryti•d In c�a&";ot rt 9 5hWX*;1J .igecTft mJi aaY 7. llher a wr6 rmlpp is can: ttc4oa ?"f?ntil "xWifV garb, wrb 4fTq wl dro fi/G! shtmit, the p tr tt? '7. W, b r r verb ami 7,{t81 :,tAr11 t4 rom,ee6r1 f.2 thl fwan5f to!"if UYUt2E1' 1,)R ar•b ratusriralxs or to kw .YSaAt tb.t w rclv.nhng edlon of cath arovrf` arxt Wtter Ig ".t '. t ra3J lr 5. f ! - s �! v, i ire ;,tna rr r/C^.e:xu tteY l ba r rva.,., f,s the recru.:t e1 J o„a' t.: Sf 7 1 r f t !' p r iransr cn rk. Cs wd;c dre.,d 5" tc t c exPertf-rYxs ry rarr.af r. s_ot,. 3f ,I ESvati fv' T E n C te:1s fiat b a 6, .Anti mme.ic rdc:a trrw7,r r aaa fcr retX rrn, fprons,Per?NM,?"N.1, 9, Pub,I rc ,vs rtr.i fa arae pald for aS Follows; Rrspc,rtgxnstrrt.d rd rvlx"WIIAnr,,,dadoesYs"s u ilkfu.otquCMJstcunoli, V er $ ore 16 bC t4Td far t,?tPrr t?!c Xf)ir j I? Ii? xN1 TO JWgG qg r4,^c0l. 1,... ChN,4 J, 5Y. Gib ! analtt6YA :d 4-f rF.•a's3?. v'ie,7 tai w aro ha CC para Err Jr/?t,7 r Ma Waltz? o')if arras fo the Acv nJ nrTb, #, a., a;fn Ccr,c„ 1. Type -)'U- nr Curb OZU Guffar Cbna„ t t fpr, J. LF. iVft i v taxi lu fmi It ss £ rte 'e vvaf ufr! Cl v05vr of exs rq c-urb, cVTb gad wthr, ^i drrr rdewtrtt r3 hat nr vfvvd In t# -4p J r .They nt„ t 0T to rvs 1 oxf Uts a t of lkle rca r" <, ztl rya i cAWiA,J ,aT ?tis ,rdfa;'f tWt FrIvo tO f:e>y wrb, vsrG v';d Wicr c r .fUr JI n,eU % respectlrtty: DESIGN NOTES 1. '£,§e rOw ru tV r+era ,fir tq f l Bentyl ,4'u19, r la -lo rr.rr Oc a.e4:ra' .n li,rit r' t u avfrn.f ,obe fwar:n y• r t r Me r, r f ,a /a as n tar ,l Jit Ir.>Gx ut d t r rxi crani wa Nr s,u a n rYnsrra rr ve,'st »ditnrF• rt r ' t n . su, Is a r t b s a c 't 6 . k 1 , 0 4913 Sl,rc, +{ with t'ufdfrifS 4 f ef' ftnXt StGtXti' J J G I Ya t fJ" P • i t � 'ernxn s,r rata fn v Y »rt? 5 t • �a ,r .rt 1 r :Fs ori on 72 /Iry Stir d � co c ons the s s P r r r 1 t f r i r mitt aV ifs for dFlust t o nr r tc• .,z,.;>s .rano .,rf�.... Yfra; nry ,.... ir3 nsc„w;ar•' P `rq r r enntrsu?, t<,i.es kvk Drs tlrht o Erg l ir,•'tux. 18„ SUBGRADE COMPACTED TO 96% STANDARD PROCTOR 18" CURB & GUTTER DETAIL SkE SPEcirlcn MONS NOTE: ALL TRAFFIC MARKINGS TU UC SULIU Wirt FE REFLEG LIVE tRAFFIG PAIN rAS PER DIMENSIONS BELOW - WIIIIEREFLEGIIVE IRAFFIC PAIN r + `p J � I S IOP LIAR ro• r•a- r'u' {''u• s vz s0• s rn •- VARIES, SEE SI rE PLAN TYP. PAVEMENT MARKINGS N.T.S. RECESSED BRASS CLEANOUT PLUG FLUSH W/GRADE 18"x18"x6" THICK CONCRETE /- PAD 3000 PSI I ITT I F -"�+ `, � t •s `'f I Iml I I= TF PVC 1/8 BEND /- SERVICE PIPE 4" PVC PIPE ---" PLUG ------ JIM - GRADE i AS INDICATED { 3000 PSIV SUBGRADE WITH A FLA. PORTLAND CONCRETE BEARING VALUE OF 75 PSI. SIDEWALK DETAIL N.T.S. BUILDING 2'-0" GUARD POST 0 N PLAN 8" SCH.40 S"FEEL PIPE FILLED W/CONCRETE -� PAINT YELLOW CD PAVEMENT 5\ r f <T VARIES C (SEE PLANS) =i r GRANULAR BASE _ (p � I CONCRETE IT SECTION GUARD POST DETAIL N.T.S. ///lY///lV///\ - COMPACTED STRUCTURAL BACKFILL TO 98% STD PRO 18" MIN. SELECT CLAY BACKFILL BACKFILL (FREE FROM ANY DEBRIS) Q HAND PLACED O PIPE BELL COMPACTED TO 98% OD/4 0 0 °0 o00.2 a°0o as ao 00. a ° --{�°Ooa o0 oa 0 o0 poo o Q a o OD/6; 3" IN COMPACTED STONE tt6 TO 98% STD PROCTOR SANITARY SEWER CLASS "C" BEDDING DETAIL (GRANULAR SUBGRADE) N.T.S. T! -ll In;/1ATrr1 n/lnAr T\Indy GUTTER OPTIONAL ISOMETRIC VIEW CONST. JOINT 0.06' +0.56' SIDEWALK a �- art --SLOPE O O J12T01 0.00' I 0.50' �d� I " CONST. JOIN -f WYE M SAN, SEWER PLAN VIEW CLEANOUT TO GRADE DETAIL N.T.S. RAMP/SIDEWALK COMBO DETAIL @ BUILDING N.T.S, Consolidated Design Professionals r a Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f)770-486-8393 PSI t"R a7 3"R CONCRETE CON MACS EW R N MAN P.E.# 64314 R as a a a 1"IFS U) 12 a a + a a LLL ++aa 44 a as aa+ a' a as • a as as F` t a r ++ + 7" $FD a 4+44 a.aa' a+ +a a a .a 6" MIN a z a aa a + + I aa.a+ a +v a as a as + 18„ SUBGRADE COMPACTED TO 96% STANDARD PROCTOR 18" CURB & GUTTER DETAIL SkE SPEcirlcn MONS NOTE: ALL TRAFFIC MARKINGS TU UC SULIU Wirt FE REFLEG LIVE tRAFFIG PAIN rAS PER DIMENSIONS BELOW - WIIIIEREFLEGIIVE IRAFFIC PAIN r + `p J � I S IOP LIAR ro• r•a- r'u' {''u• s vz s0• s rn •- VARIES, SEE SI rE PLAN TYP. PAVEMENT MARKINGS N.T.S. RECESSED BRASS CLEANOUT PLUG FLUSH W/GRADE 18"x18"x6" THICK CONCRETE /- PAD 3000 PSI I ITT I F -"�+ `, � t •s `'f I Iml I I= TF PVC 1/8 BEND /- SERVICE PIPE 4" PVC PIPE ---" PLUG ------ JIM - GRADE i AS INDICATED { 3000 PSIV SUBGRADE WITH A FLA. PORTLAND CONCRETE BEARING VALUE OF 75 PSI. SIDEWALK DETAIL N.T.S. BUILDING 2'-0" GUARD POST 0 N PLAN 8" SCH.40 S"FEEL PIPE FILLED W/CONCRETE -� PAINT YELLOW CD PAVEMENT 5\ r f <T VARIES C (SEE PLANS) =i r GRANULAR BASE _ (p � I CONCRETE IT SECTION GUARD POST DETAIL N.T.S. ///lY///lV///\ - COMPACTED STRUCTURAL BACKFILL TO 98% STD PRO 18" MIN. SELECT CLAY BACKFILL BACKFILL (FREE FROM ANY DEBRIS) Q HAND PLACED O PIPE BELL COMPACTED TO 98% OD/4 0 0 °0 o00.2 a°0o as ao 00. a ° --{�°Ooa o0 oa 0 o0 poo o Q a o OD/6; 3" IN COMPACTED STONE tt6 TO 98% STD PROCTOR SANITARY SEWER CLASS "C" BEDDING DETAIL (GRANULAR SUBGRADE) N.T.S. T! -ll In;/1ATrr1 n/lnAr T\Indy GUTTER OPTIONAL ISOMETRIC VIEW CONST. JOINT 0.06' +0.56' SIDEWALK a �- art --SLOPE O O J12T01 0.00' I 0.50' �d� I " CONST. JOIN -f WYE M SAN, SEWER PLAN VIEW CLEANOUT TO GRADE DETAIL N.T.S. RAMP/SIDEWALK COMBO DETAIL @ BUILDING N.T.S, DATED: INITIALED Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f)770-486-8393 consolidateddesign(o-)yahoo.com REGISTRATION SEALS MACS EW R N MAN P.E.# 64314 . IA 1 � U) LLL < J 0 d L� CK 0 W LI_ z I� z 0 CL 0 LJL W 0�U 0 > z 1� � rJ 1 1 1 11>>11 W 0 z L� V ✓ MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is riot to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. © CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE CONSTRUCTION DETAILS C9 SHEET DATE APRIL 2, 2007 DATED: INITIALED UNDISTURBED SOIL (TYP.) EDGE OF TRENCH- (TYP.) AREA FOR PLUG -1 Eff r— -� CROSS W./PLUG AREA TEE T TEE CROSS W/ TWO PLUGS TEE W PLUG WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR AREA FOR 45* BEND TEE v. AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD PRECAST MANHOLE WALL INLET CONNECTION AS REQUIRED STANDARD DROP DETAIL PRECAST MANHOLE ' •'. WALL .v 1999I FIG. 103A INFLUENT SEWER --,-----INFLUENT NOTE 3) -CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 90* BEND �— PRECAST MANHOLE WALL COLLAR ENCASED IN NON --SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) .v� SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP P STAINLESS STEEL PIPE CLAMP ' A RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 OFFSET (AS REQ'D) WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BENDS BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) SOIL (TYP.) CONCRETE THRUST = BLOCK (TYP.) e/2 , TRENCH WIDTH X .. N Q THRUST THRUST BLOCK FITTING MIN. AREA (SQ. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BLOCK AREAS * PPE 90 45 22-1/2 11-1/4 TEE do DESIGN SIZE BEND BEND BEND BEND PLUG PRESS (INCHES) (SQ FT) (SQ FT) (SQ FT) (SQ Fr) (SQ Fr) (PSI) 4 6 B 10 12 NOTE nwusr D -M AREAS 10 BE WMPUM ON RASs of LBS. PER SQ. Fr. sort. REMAW (r,SBo Mw) WNW, * TO BE COMPLETED BY ENGINEER. • .1 EDGE OF TRENCH (TYP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103B DISINFECTION Before being placed in service, all new water mains shall be chlorinated in accordance with the specifications below and the procedures outline in AWWA C-651 "Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square inch pressure, unless otherwise approved by the City, for a period of not less than two 2) hours. Testing shall be in accordance with the applicable provisions as set forth in Section 15, AWWA Standard 0600 for ductible iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall include the continued application of the specified pressure to the test system, for the two hour perlod, by way Of a pump taking supply from a container suitable for measuring water loss. The amount of loss shall be determined by measuring the volume displaced from said container. Should the test fail, necessary repairs shall be accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gauges and all other items required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 N r 0 r� n 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) — FINISHED GRADE 4 4 �I 24" DIA. MIN. a d 3000 PSI CONC. 4 ^ J. 4•, 4 °4 • 4 ° :4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. CITY OF SANFORD BOLLARD 1999 FIG. 1 1 6 Citi' Q , nfo.rd Utility C parlmnt Sampling Box (DRAWAIGIS NOT TO03CA« ,r+;iit9l rlLkxt:; YIYit.�„('S F jAttN' �`Y.r JC�Jt.a xi�k'W �tA.A'�YT o �... .;-I EM C) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 corisolidateddesign@yahoo.corn REGISTRATION SEALS G MARC S. NEWMAN P.E.# 64314 U) Q LL 0 LL O MMENEW LL W Z W z U) W O M 0 LjL 0W rL�-- LL0-ftlh, —jU O z_ n� W U) :�E 0 W O W U) 0 Lij F— < z U) COAD �/ MARK DATE DESCRIPTION 1. 5-30-07 REVISE=D PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDrnas.dwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is riot to be reproduced or copied in whole or in part. it is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. © CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE CITY OF SANFORD DETAILS SHEET C10 DATE APRIL 2, 2007 OUTDOOR DRIVE-THRU MENU SYSTEM BASE AND FOUNDATION MENU BOARD AND SPEAKER LOCATION 00 SEE DIAGRAM B FOR DIMENSIONS 82" FOLLOW THIS DIAGRAM IF INSTALLING ON A CURVED DRIVE IMPORTANT CARE SHOULD BE TAKEN TO ALLOW AMPLE CLEARANCE BETWEEN THE DRIVE AND THE APPENDAGES FOLLOW THIS DIAGRAM IF INSTALLING ON A STRAIGHT DRIVE 62" FIELD LOCATE 74"Pl� WITH DIRECTOR OF CONSTRUCTION DIAGRAM A NOTE: MENU BOARD SUPPLIED BY OWNER, ASSEMBLED AND INSTALLED BY G.C. OUTDOOR DRIVE—THRU MENU SYSTEM (B.O.) BOARD SPECIFICATIONS OVERALL LIGHT BOX SIZE: 21-1/8" W X 8.50" DEEP X 49-1/4" H OVERALL SIZE WITH BASE: 18-7/8" W (BASE) X 7" DEEP X 72" H SHIPPING WEIGHT: 65 LBS. (PREVIEW BOARD) 23 LBS/11 LBS (POLE MOUNT/BASE FOR POLE) 15 LBS (BRACKET MOUNT) SYSTEM BASICS: 1. THE SYSTEM IS COMPROMISED OF ONE LIGHT BOX WITH THE OPTION OF MOUNTING IT THREE DIFFERENT WAYS. IT CAN BE MOUNTED AS A FREESTANDING PREVIEW BOARD WITH OPTIONAL PEDESTAL BASE, AS AN APPENDAGE PREVIEW BOARD WITH AVAILABLE HARDWARE OR AS A WALL MOUNTED PREVIEW BOARD. 2. EACH SYSTEM IS DESIGNATED FOR EASY TRANSLITE REMOVAL USING TWO SEPARATE DOORS, THE PANEL OPTIONS, (TWO MINI TRANSPARENCIES OR ONE LARGE TRANSPARENCY PANEL) LIFT AND DROP INTO THE CABINET WITH EASE. 3. TRANSLITE SIZES: FULL TRANSLITE IS 15.75" W X 21.81" H MINI TRANSLITE IS 15.50" W X 10.50" H ELECTRICAL INFORMATION: THE SYSTEM IS POWERED BY 110 VOLTS, 60 HERTZ ON A BASIC 15—AMP CIRCUIT. BALLAST REPLACEMENT: (1) POWER LIGHTING #8G390OW RAPID START 800MA 1.6 AMPS LAMP REPLACEMENT: (2) F42T12/D/HO/42— 55 WATT FLOURESCENT BASIC CONSTRUCTION: LIGHT BOX: ROTO MOLDED POLYETHYLENE ENCLOSURE DOOR: FORMED SHEET METAL POWDER PAINTED, HINGED DOWN ENTIRE LENGTH. WINDOWS ARE NON—GLARE ACRYLIC 1/8" THICK WITH ALLEN WRENCH MOUNTED SCREWS MENU PANEL: FABRICATED HEAT AND LIGHT RESISTANT ACRYLIC PLASTIC BASE: ROTO—MOLDED POLYETHYLENE BASE RECOMMENDED 12" CLEARANCE BETWEEN LOOP & R—BAR ALL SIDES MAGNETIC LOOP n LEADING EDGE OF CURB LOCATE AT EDGE OF CURB COMM. SYSTEM CONDUIT TO SERVICE WINDOW 1 MENU BOARD Pl.__.AN SD -1 NOT TO SCALE 1.5 DIA .688 DIA + i 8" MIN. I I CLEARANCE — N i 4" CONC. FILLED STEEL PIPE COORDINATE EXACT LOCATION OF MENU 9000 BOLLARD BOARDS WITH OWNER'S CONSTRUCTION REP. FIG. 1 CURVED DRIVE DETAIL 180' RAD DIAGRAM B SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS (BY HOWARD COMPANY, INC.) 2 BASE PATE DETAIL 5D-1 SCALE : 1 1/2"=1'-0" PREVIEW BOARD LEG WITHOUT SHROUD 5" X 7 1/2" BASE PLATE I� II PULL AT LEAST 36" OF WIRE BEYOND GRADE II POWER LEADS 5/8" HEX NUT�I INSTALL ELECTRICAL CONDUIT STUB 6" ABOVE GRADE LOCK WASHER _J I L THROUGH 1 1/2" DIA. HOLE ON TEMPLATE. WIRES RUN UP THROUGH TOP OF POLE. FLAT WASHER GRADE LINE I 4d4 1111 ° 7 .d 4 4 all CONCRETE CASSION MUST —' CONFORM TO LOCAL CODES DETAIL. SD -1 SCALE : 1 1/2"=1'-0" P z w L w tY C7 UJ CL w 0 O � I � N J C) 0 J w w 0 rs-- rL W 0 U) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 consolidatedciesiOn@yahoo.com REGISTRATION SEALS 44n MARC S. NEWMAN P.E.# 64314 — v I 4' 4' LL U d .J ° .• a. Li- CONDUIT • .� W LL z 4. 4 . v rl� a. o LL w d. �J W 0 UJ kJJ 4 d WL0 d Co 0 z Q II' W . .4 00 •O4 a We= st 4 MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS v 4. L 4 DRAWN BY: AMS HK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is riot to be reproduced or copied in whole or in part. It is only to FA _ ° 4 4 v' DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. v ' v d' d a 4.. •° d . .. 44 SHEET DATE APRIL 2 2007 4 ° d. .4 6f C 4. d 4 4 d .. 5/8" DIA X 22° a .4. ANCHOR BOLTS ` 4 a : v • •4 AND LEVELING v d' NUTS 4*. °° 4 4 4 ' d..4 ° 4 44 4• 44 v 4•, ° 4' v ° 4 ° 4 v 4 •° 4 • 4 .v ' 4 v v: 4 4• v ° . 4 . t4 4 4 all CONCRETE CASSION MUST —' CONFORM TO LOCAL CODES DETAIL. SD -1 SCALE : 1 1/2"=1'-0" P z w L w tY C7 UJ CL w 0 O � I � N J C) 0 J w w 0 rs-- rL W 0 U) Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte CA# 9938 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 consolidatedciesiOn@yahoo.com REGISTRATION SEALS 44n MARC S. NEWMAN P.E.# 64314 U LL U 0 .J 0 a. Li- 0 z W LL z Z <W z U) W rl� a. o LL w 0 LL 0 �J W 0 UJ kJJ WL0 Co 0 z Q II' W J 00-0 00 a We= st U) MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS ROJECT NO: 07014 AD DWG FILE: Arby'sSANFORDmas.dwg DRAWN BY: AMS HK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is riot to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is riot to be used on any other project. It is to be returned upon request. @ CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE ARBY'S STANDARD DETAILS C1 1 SHEET DATE APRIL 2 2007 lz]' Numeric Summary Label A PAVED AREA 1 PROP LINES 0 Luminaire Schedule Symbol Qty Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte 9 POLE (9) PSCUSTOM+ ( PROPOSED POLES MEI Illumination results s provided to Ruud Lic conducted under lab these design parameters may ailed Vela results. I ne customer Is responsne for verifying compliance with any applicable electrical, lighting, or energy code. ELE FULL CUTOFF SCALE: V'=20' 40' 20' 0' 20' 40' OR Consolidated Design Professionals Surveying Planning Engineering Landscape Architecture Atlanta Tallahassee Montgomery Charlotte 450 St. Francis St. Tallahassee, FL 3230 (p) 877-591-8891 (f) 770-486-8393 consolidateddesignr7yahoo.com REGISTRATION SEALS MARC S. NEWMAN P.E.# 64314 4 W N L.L. 0 LL O WCL z < W z �✓ J iD� 0.0 LJL W 0 L -L Aww" U -J W 0 >z W > 0 > W O W0 Lij LIJ W CK U pO dJ MARK DATE DESCRIPTION 1. 5-30-07 REVISED PER CITY COMMENTS PROJECT NO: 07014 CAD DWG FILE: Arby'sSANFORDmasAwg DRAWN BY: AMS CHK'D BY: MSN COPYRIGHT: This drawing is the property of CDP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. CDP Consolidated Design Prof., LLC DISCLAIMER: Scales as stated hereon are valid on the original drawing, the dimensions of which are 24 x 36 inches. These scales noted hereon are herebychanged by the ratio of overall sheet dimensions of the print to corresponding dimensions of the original drawing. SHEET TITLE SITE LIGHTING PLAN C12 SHEET DATE APRIL 2 2007