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HomeMy WebLinkAbout6512 Gall Blvd (4)I PLANS FOR MINOR INTERIOR REMODEL & +/- 423 sq. ft. BUILDING ADDITION SUBMITTAL DRAWING LIST: SHEET No./ CODE CS SP A-1 A-2 S-1 S-2 S-2.1 S-3 S-4 S-4.1 P-1 P-2 E-1 M-1 M-2 K1 POS-2 R-1 TITLE COVER SHEET SITE PLAN PROPOSED ELEVATIONS PLAN PROPOSED FLOOR PLAN FOUNDATION PLAN & DETAILS WALL FRAME PLAN MONOLITH FRAME PLAN & DETAILS ROOF FRAME PLAN & DETAILS STRUCTURAL NOTES STRUCTURAL NOTES PLUMBING PLAN SANITARY WASTE LAYOUT PLUMBING PLAN WATER SUPPLY LAYOUT ELECTRICAL PLAN & REFLECTIVE CEILING PLAN HVAC PLAN, NOTES, & SCHEDULES EXHAUST FANS, NOTES, & SCHEDULES DUNKIN DONUT EQUIPMENT LAYOUT DUNKIN DONUT POS LAYOUT SUBWAY FLOOR PLAN & ELEVATIONS N.O.A. — PRODUCT APPROVAL NUMBERS. Florida Building Code 2004 with 2006 Amendments. NOA #: 07-0503.09 EXPIRATION 2-16-2011 COUNTY OF PASCO, FL RADIANT GROUP JF LLC N ONE STORY B UIL DING 6512 GALL BOULEVARD ZEPHYRHILLS7 FLORIDA 33542=2509 PREPARED BY ENGINEER OF RECORD: AEC Services, Inc. RON FAIR, P.E. FL #50738 1616 ALLISON WOODS LANE TAMPA, FL 33619 PHONE: (813)684-1234 FAX: (813)684-2660 www.aecservicesinc.com yy_. • .s� .. L .. t1 r• _.a 3 Fla r f Ixt t r d � w 4;F• �f� ylr ' • ules liatic Center tic, l� } � �r �•' .�R � �..q PROJECT LOCATION MAP S;a 1T PROJECT LOCATION CODE INFORMATION: 1—APPLICABLE CODE: FLORIDA BUILDING CODE 2004 + 2006 SUPPLEMENT 2— BUILDING DESCRIPTION: CONSTRUCTION TYPE: I OCCUPANCY CLASSIFICATION: GROUP M (MERCANTILE) 3— BUILDING AREA: BUILDING AREA: Approx_ +/- 423 S05T. Je3TiC��")oO�C APPROVED by Vif� Mafghal of Zephyrhills lan(s) on N1PLY W'IT1I ALL ALA-wpRK SMALL C,0• NAlLINO CODES, YLOItID CD�E �N�O I RE CODS"����oNAL pF ZL111YRt Call 48 hours before you dig in Florida R•a the 4M 1-800-432-4770 3mehine state On COM of Ronda Ina 0) 0 LO ,rV CV ` O 00 CNI ) Cr Nja' J C/) CDJ G Q4'0 (.0� 00 °JO CnQJ O� -0c O C . L O Z L.L (5 Lo J J_ CD C� Q E M F— W LL Z W W N w f- <� =`ate w d 2) o LL o `_ V w Z o Q _ it o 0 (� 0 U A_ V / 7 � N n1 Z r) `�t UMA p .� (0 Z VJ U) ::LL CO U V J Q 00 Q d V U 00 (U t` C �2�� 0 �<�0 n' _j U w I� v, it 0U w 0 a w z W < 0 Q LL z w Q z o �o 00 o o U o w U)00 Q 00 o 0 O Y z z in O Q U cn W w = U 0 a Q z Z 0 p Q a m ?� 0 w Q 0 U) z z Z 00 d U w W H W W 2 00-00 i 0 U CS THIS DRAWING IS THE PROPERTY OF AEC SERVICES INC. AND HAS BEEN PREPARED SPECIFICALLY FOR THE OWNER OF THIS PROJECT AT THIS SITE; IT MAY NOT BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER a N SITE SCALE: R=15' PLAN 1 "=20'-0" .......... R=2' R=2' R-1' R=12'-� 51.0' STATE ROAD 54 tD 1JAI�IdSCAPE E3llFFEL R=15'-/ R=2' R=2' 0 ch R=51-% R=264'- Ir w w w m w w Q U 0 z 9 VICINITY PLAN NOT TO SCALE GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL FBC 2004 EDITION WITH 2O06 SUPPLEMENTS APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. CONTRACTOR TO FIELD VERIFY ALL MEASUREMENTS AND NOTIFY ENGINEER IN WRITING 48 HOURS PRIOR TO START. 3. CONTRACTOR TO NOTIFY LOCAL UNDERGROUND UTILITIES NOTIFICATION CENTER, A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. DURING CONSTRUCTION, ALL CONSTRUCTION AREAS ARE TO BE SECURED WITH FLASHING BARRICADE OR BETTER. LEGAL DESCRIPTION: L01 1, ZEPHYRHILLS EXECUTIVE PARK ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 19, PAGE 98; PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SECTION 2, TOWNSHIP 26, RANGE 21 CONSTRUCTION NOTES NONE OF THE UTILITIES ARE TO BE AFFECTED OR RELOCATED. ALL EXISTING UTILITIES ARE TO STAY AS IS. Call 48 hours before you dig in Florida If the LaM 1-800-432-4770 Sunshine State One Call of Florida, Inc. qrst U o 0 N L0 NO LLJ( N 00� ^^ 1..1_D Z()� L0 DW � Ww OQ c') --I 0 � 1..` Q Vp � O� m O [C (00�JLt_ �-w- �Qto z C� -j J Qp c') N Z , = D�Q = Q ~ U)p "' w Q N 0 0 N L.L Q w = w a- 00 C) LO \� z z_j OLL U Z Q T r J E C) (� 0 O U .. m C'1 � 00, C T E N M M C(p m 0 J N Jw� CO N U U ■ � C7 � J Q 00 Q W co d N 00 (fl � J < M r r M LL f- 0 ^ , W o 0 W W N^ LL 1 0 � � W z W z O 0 w < 00 0)W 0 o co o N a w 0 ~o W o z (9 � � Q o w w z Z Uj z Y o m S' U Q S d � o w 0 0 H U) Z 00 2 o EE (n U 0 W w w n. Co 0 It m N T O z Q a_ p=1 MONOLITH HardiePlank Honz. Lap Siding Decrotive foam molding SIDE ELEVATION SCALE: 4" = 1'-0" FRONT ELEVATION SCALE: 4" = 1'-0" MONOLITH HardicPlank Horiz. Lap Siding -_ -Z STOREFRONT FRAMING SYSTEM W/ 1" INSULATED & TEMPERED GLASS - -FRAME TO HAVE MEDIUM BRONZE ANODIZED FINISH. (TYP. ) Proposed Drive-Thru 111 29-5' i e BOLLARDS: ``` SEE DETAILS ON SHEET A3.2 24' LXTERIOR FINISH MATER AL. SCHEDULE CODE MATERIAL MANUFACTURER PRODUCT NO, DESCRIPTION REMARKS CB-1 HardiePlank James Hardie HORZ. LAP SIDING 12" EXPOSURE P-55 EIFS Material Dr vit Y DUDO-09-10200P MATCH BM JACKSON TAN HC-46 P-55 EXTERIOR WAINSCOT P-49 PAINT BENJAMIN MOORE BM 2116-10 NIGHT SHADE MONOLITH AND TOWERS P-56 PAINT BENJAMIN MOORE AC-4 YOSEMITE SAND P-60 PAINT BENJAMIN MOORE 2016-10 STARTLING ORANGE CANOPY & DECROTIVE FOAM MOLDINGS P-64 PAINT BENJAMIN MOORE 1348 RAllLE DAllLE PIPE BOLLARDS NOTE #1: 1" INSULATED & TEMPERED SPANDREL GLASS U a CD J N N LO CV Jw (D Oo 04 �D L6 Z� L0 �w� ww� Q� O�jo o Omo J J 00 J �- ~w� <� o Z_ J Q04 M ZL _ O�Q Q`D_ cnp U) w Q N a w H U) ui (L00 c) �o LL It � Z J J U LL w U Z C o E ••• # o mC O p c vw,z a� U M � C N U -j g QQ �� m 2 M co ci LL Q 0 0 n 1 W W o 0 W N LL O wUU a wWZ z 0 U WQ� 00 o c� � Q o0 W F Z Q N c o d LL o' Z 0 ulLLj w wCID m X Q U cn H Q zui �S 0 U U Q LLI Q 0 ti U) O N a°O Z a Z _a W �W > U 0 U) W c0 M N O Z a_ w J W 0 W U) O a_ O ry a— A-1 k 6A ITEM_ _NUMBER QUANTITY DESCRIPTION 1 * 1 BREAD BAKING CENTER 2* 1 1 2 BREAD WARM CENTER 3 * TOASTER OVER 4 * MICROWAVE 5 1 REFRIGERED BACK BAR 6 1 BACK COUNTER 7 1 25" HOT FOOD FRONT COUNTER 8 1 600 COLD SECTION FRONT COUNTER 8A 1 48" COLD SECTION FRONT COUNTER 9 1 49" CASHIER SECTION FRONT COUNTER 10 8 MENU BOARD 11 8 MENU BOARD LIGHTING FIXTURE SUBWAY SIGNAGE 12 13 3 8 30" x 30" TABLE 14 32 CHAIR * EXISTING TO REMAIN , , 7' X 6' j WALK-IN COOLER WALK-IN • COOLER 4211D P / I - ------ 60OS162-54 % w Electrical 4T 2X616g. CFS Framed 400S162-54 I Panels Exterior Wall -- 2X416g. CFS Framed --------- InteriorWall Interior Wall --- �, 561A !� (Bearing) �;.. --------------- 0 � Go O 581A i � Q D n' i co x Z I I-------------- ° g - \ oOoz A-' — 400S162-54 � 0� i (n m 0 -v 16g. CFS Fra \ cA Y ' Interior Wally 2T I / ' �3 I tt�OZ W 4yt wH �� ' z Z1 -- — w() u: �v- Z 0 e�0a U 10v ~O to - as z `''- ---- UNDER COUNTER x �. cn----- ICE MACHINEa. - — COrn �O�Ct alti e� ;1 ' Finished sq. ft: c� z g 422.87 ��' � �z Y ' D/T POS NOLLVIS 33��001J0 1J0 LC) COOLATTA j o o STATION "9 �9 �0� �l�J NuiS STA N 60oS162-54 — \� Jl`�fldSla La 2�3111� PU8H tH ; ;' ��ti 2X616g. CFS Framed ® Exterior Wall 2 9 j n _ (optional) dfOl 0£tot T.S. 6X64" Framed into 2x6 Exterior Wall J underneath EXISTING DUNKIN SIGNATURE Truss Beam MONOLITH 800S162-M 2X816ga. CFS SUBWAY EQUIPMENT SCHEDULE _ REMARKS WEIGHT=105 LBS. CLEAR LEXAN DOOR MANUFACTURER MODEL SUB-123 VOLTAGE AMPERE PHASE 3 WATER WASTE DIMENSION H=784" W=362" D=29" H=713" W=228" D=29g" NU-VU Food Service Sys. LOCKWOOD 120 / 208 V 21 NO NO NO CA72-RR18-CD NO --- - NO 30 - - 1 1 1 - 2 NO Turbo -Chef TORNADO RFS12MPSA 208 / 240 V 120 V NO NO NO H=23" W=26" D=25.7" - --- WEIGHT=190 LBS. ELEC. PLUG: NEMA 6-30 W/5' CORDSET 10GA. MAX. IMPUT= 5990 / 6675 WATTS ELEC. PLUG: NEMA 5-20 W/ CORDSET MAX. IMPUT=1500 WATTS 30 AMP WIRE TO BE USED REMOVE LEGS AND SET ON 62" UNTILED CONCRETE PAD REMOVE LEGS AND SET ON 62" UNTILED CONCRETE PAD REMOVE LEGS AND SET ON 62" UNTILED CONCRETE PAD REMOVE LEGS AND SET ON 62" UNTILED CONCRETE PAD _ INCLUDE RAIL INCLUDE TABLE BASE DUKE / MOD. 61128 QUEST CHAIR w/UPHOLSTERED SET (WEIGHT= 20 LBS) AMANA 15 NO H=144" W=21a D=204" DUKE 115 V 15 NO 2" COLD/HOT NO 1Z" H=36" W=48" D=232" H=36" W=48" D=291" - DUKE - - -- 60302 NO _ NO DUKE 220 V 220 V N/A N/A NO NO NO NO H=36" W=25" D=34" DUKE DUKE DUKE 60323 2 NO NO H=36" W=60" D=34" 1-1=36" W=60" D=34" 60323 220 V N/A 2 2 60340 220 V N/A NO NO NO NO NO NO NO NO H=36" W=49" D=34" NO NO 15 NO - 1 H=24" W=24" D=1" 120 V DUKE NO 61017 61070 — NO - -- NO NO 1-1=30" W=30" D=30" - - DUKE NO NO NO - 75'4" ELECTRICAL PANELS DAIRY COOLER v , i , FREZEER FREZEER A /11, EXISTING FILLERTO REMAIN _ _ (If needed) 1T-li" 1 2_ NEW 2X4 Framed Interior 42"h ; Knee Wall ' g-r c 0 D 0 0 (f JED 0 O 0 0 0 MOP SINK 00 MO SINK , , , (2) WOMEN C2� RESTROOM , ►I - I , , 3 COMP. SINK C) Fil 1--0 0 MEN RESTROOM 1 i i 1. NEW 2X4 Framed i SMOKES Interior Wall 4- g" VAULT 3' 1. j 3 ICE FREZEER/ � 1 16' 2 4'-24" \\ Gy 1'-94• OFFICE , \��NEWNNXA4 Framed Interior Wall j \ IV4" 44'-3" U qlqt _I N O Jw(0 paN �ZU Za� Dw� WWM OQM o �o Omo V�Of F-�LL �W- �a� ZN Q �N J QMa ZLO� ~ co0 w w Q N o n/ o L.L ¢ w ' V m w z C co o g ♦^w 00 O G ( W OD p chi c� M 0 J N (0 2 J LL �M _M U (D uj W 0 0 N ,i O a WUU- z wz z O w w o � W ¢ z p Y C7 (1) ¢ go o O z Lli Z ui w¢ W F- Z Y c O m U ch O 0 U Q LU zZ 00 U U) to w > L�LJ LL CO m V M N �— w J � OU O(n � Cj ow wQ �m O:D a 06 PROPOSED FLOOR PLAN SCALE: 4' = 1'-0" A=2 Exi5tinj Foundation Ext5ting foundation DnH 4 Epoxie Rebar Doweb­, 4" Wire Tie5 Footer Rebar - New Rebar Dowels S ( Foundation Wire Ties NOTE: 2 4 min. Footer Rebar 31r min. Reber Dowels to be drOW sW epoxied Into mftV fowdeft 6'min. wfth24*min. wftWkVk*onew tooter. Dowels to be whd tied W now WW Wmr. TYPICAL DETAIL (Dowel to existing foundation) 2x4 CFS Framed Wall EXISTING CMU (Bearing) EXT. WALL 23 "OX3" Expan5ion Bolts @ 2411 o-c (Typical Vertically) NEW 4" Monolithic Slab w/ Turned Footer EXISTING Concrete Foundation 3011 #5 Rebar Dowel I --------------- ------- Z,2pr in G mil Vapor Barrier Clean, compacted, poi5ion treated 1) #5 Rebar - Footer _,! /f 4000 psi Conc. 8" TYPICAL SECTION Footer & Stem Walo 4 � �_i NEW 4" Conc. Floor Slab 3,000 PSI CONCRETE EXPANSION w/ Fibermesh \",JOINT — I 6 Mil. VAPOR BARRIER — CLEAN, COMPACTED, POISON TREATED FILL 4,000 PSI --' CONCRETE FOOTER 3'x3'xl'-6" FOOTING 3) #5 Rebar E.W. New foundation Walk -In Cooler Wall Line 4" Monolithic 51ab wl Turned Footer 1) #5 Rebar TYPICAL SECTION Footer & Stern WaID ,41^5 � 345 Rebar E.W, Walk -In Cooler Floor (,—"" 7 77, G mil Vapor barrier Clean, compacted, 811 P0151on treated fill. TYPICAL SECTION Footer & Floor Slab @ Cooler Area) 41 1 � �_i 1 HSS 6" x 6" x 4" 3'x3'x1'-6" COLUMN PAD NOTE: CELL TO BE ONE CMU BLOCK EQUIV. GROUT FILLED CELL @ COLUMN. NEW 4"Conc. Floor Slab 600S162-54 CFS Framed 3,000 PSI CONCRETE Exterior Wall EXPANSION w/ Fibermesh JOINT 600T162-54 //-- Bottom Track 2 1"0x3" Expansion EL� 0 Bollts@ 16" o-c GROUT FILLED -7- 1 4 CELLS 6 Mil. VAPOR #5 Vert. Rebar BARRIER FOOTING CLEAN, COMPACTED, POISON (2) #5 cont. TREATED FILL 4,000 PSI 2'-0"CONCRETE - FOOTER TYPICAL SECTION (Footer & Stem WaID 41_-42� KS-1F 47" 2V 217 zr IV-1121. vi� v_? #10 Screws @ 16' o-c (Monolith to CFS Framed Wall 80OS162-54 NEW4"Conc. - ------ ------- -- CFS Framed Monolith Floor Slab 3,000 PSI CONCRETE 60OS162-54 w/ Fibermesh EXPANSION - ----- ---------- CFS Framed JOINT Exterior Wall 80OT162-54 Bottom Track 0EL 1"0x3* Expansion _01L j 2 < Bolts 01 16" o-c GROUT FILLED CELLS 6 Mill. VAPOR BARRIER #5 Vert. Rebar O FOOTING CLEAN, CAKI COMPACTED, POISON TREATED FILL 4,000 PSI - - / CONCRETE 2'-0"FOOTER TYPICAL SECTION (Footer & Stem WaID T-2- r— — — — -- Footer Line 1) #5 Edge of 51ab i , 7 46 Concrete Cooler Pad`, 3000 psi wk fibermc5h throughout �S7� WALK-IN COOLER II L DOWEL DETAIL DOWEL DETAIL Footer Line 4 ­,J 2) #5 II 4 EX15TING CMU WALL (To remain) Framed Wall Line —i, J CMU Stem Wall - Footer Line i4 1) #5 Rebar---- EXISTING ONE .,Edge of 51ab STORY STRUCTURE ::U -IA #5 Rebar Dowels @ 48" o-c II j: 4" Concrete Floor Pad 3000 psi wl I Fiberma5h throughout 384 sq. ft. I TISLM = or-W "j. 0.5. Edge of #5 Re — — — — — — — — — — — - -- — — EX15TING 5tructure bar Dowels @ 48"o-c tip A Edge of 51a C 1/si) COLUMN PAD DOWEL DETAIL Edge of 51ab r L_7 — — — — — w. F' Framed 77 T.S. 6X6XI" 7TT Into 2x6 Exterior Wall L ----------------I underneath EXISTING _j See PA&r!E.W� Truss Beam 21'4�1 4 SWN! WALL 271" rOF COLUMN PAD FOUNDATION PLAN Footer & Stem WaID SCALE: in = 11.0" - (2) #5 cont. EXISTING EXTERIOR WALL a. < LL z _j 0" Ix C 3 1141) It W z C: E 0 2% ca CY 0 0 CID (D CO Ce) Oz 2 A 04 CD co CID q) 0 I*- _j ILL —J,.4 C4 Sq _j (L CMce) ILL to OD OD 0 (D LU It w C4 0 W_ () a: g W W z Wz U_ 0 z 0 W W Ch Z C14 CL LL Lli z LLI 3 LLI 6 �2 ILLJ a LL WW -A 6 co 0 W na X Qx 0 U) z 00 Z P: Cl) W > W Co M C,4 0 1 z Z CL U) Z J 0 W 00 Z 06 0 UL. S-1 (4) #10 SCREWS — JAMB AS REQUIRED STEEL STUD (2) #10 SCREWS SPLICE PLATE - k / Proposed Addition ;% -„ - - TOP TRACK SPACING 12 @ O.C.� �. STEEL STUD -- x I PNNN,,= SECTION SILL AS REQUIRED i GOOT I G2-54 — To Track p "INDEXED ENDS" , - >, — (1) #10-16 SCREW j FOR PUNCH -OUT %' # ' PER STUD FLANGE G0051 G2-54 Wall tie w/ 112"OX3" ' ' . - ---CRIPPLE WALL ALIGNMENT ; Expan5lon Bolts @ 24 o-c drilled and epoxied into Existing CMU l' BRACING - r r --- G005 I G2 54 t uctu e j 4 _ CRIPPLE WALL � I / 2xG CFS(150CRC050-43) BOTTOM TRACK %': ' j Framed Wall � ' � = /% ; (3) #10 SCREW SPACING HEADER BEAM � �y. (4) #10 SCREWS -- 4" O.C. EACH SIDE @ WALL CORNER DETAIL ' Existing � TRACK 000� � TRACK / Structure 60OT162-54 STUD 16 GAGE 600S162-54 ( ) 24° � / �� 1 #10 SCREWS BOTH SIDES () --STUD 600S162-54 @ O.0 (1) #10 SCREW AT BOTH SIDES -- - WALL STUD TYPICAL @BOTH TOP AND BOTTOM TRACKS GOOT I G2-54 ;� SHOULDER STUD TO �Dot. Track -- ,;' �-- - - UNDERSIDE OF HEADER — CLIP ANGLE � STUD PIECE AS REQUIRED, LENGTH -STUD DEPTH -1 /2 /-6" LONG WITH SCREWS TO JAMB AS REQUIRED TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL (CFS Wall to CMU Walp ( Header) ( Stud to Top & Bottom Tracld (CFS Wall Lateral Bracing (CFS Wall Track Splice) (CFS Window SJIQ (CFS Wall Comeo 1 S-2 2 S-2 3 S_2 4 S-2 5 S-2 6 S-2 7 S-2 600T 162-54 .:: --' 20'-S" EL = = - Top Track I I I I I --- - - 600T 162-54 Top Track l I - T I I I I I � II II I I I III III II I I (4) #10 SCREWS ® II I I I _ _I�.4(4) #10 SCREWS @ 3 %- EACH STRUT TO WALL STUD EACH STRUT TO WALL STUD I [See Detail 4/S,3] b I ; 01 "x3" Expansion Bolts @24" o-c / WALK-IN 400S62 541 .2X4 CFS _ � " 400S62-541 a. 2X4 CFS __ 69 -_ _ i i (fyp. Track to CMU Wall) - ____ � 1 _ Ex st ngCMU COOLER y SUPPORT STRUTS 24 0-C @ SUPPORT STRUTS 24 O C " I @ ` I %_ Wall Line \ I I 600T 162-54 Track-- I I I Fasten Truss Joists [See Detail 2/S-31 to Lateral Track I''•� /� 0005162-54 Joist _ =' w/1) #10 screw [See Detail 2/S-31 EL 111, 13 i; - "< -•, / \ V`@Top / \ \ \ JOIST _ — J_ I I I - I-_--- �_- I I I I -ih12' - "'- 11'10-1/2" - ____ 2) # 10 Screws @ Top Track- s-. \ EL Fasten Truss Joists to Wall Studs w/ - - - - sheet Roc EL 0005162-54 Stud--�_ I - _. _.- - - - I I i to Studs (typical) III II III - (ZS2 - /524) x` # 10 Screws 600T 162-54 Trac (4) #10 SCREWS @ I (II (4) #10 SCREWS @ I I III S2� J i Y, Fasten @ ea. stud --- EACH STRUT / 2) # I 0 Screws I I -EACH STRUT/ _- - -- _ %� HEADER HT. 6 -8 >kx Exterior --- TO ROOF JOISTS I TO ROOF JOISTSstucco I II up nded Ceknq Line @ 10' I -� [ ee Detail 8 s ] 20-5" I II I suspended Ceding Line I I ( I I 5uspended Ceiling Line I III HT; 10' - I I I I I `— HT; 100" IYFICAL SUBSTRATES FOR INfLRIOR WALLS • n� � `' rx� I I I I1° - - - stucco Exterior I I II I ;HALL BE AS I OLLOWS: III ! KITCHEN STORAGE ARFAS AND RESTROOMS: I 0'-0° TO 3'-0" -/a' DUROCK CEMENT I EXISTING S G CMU WALL <y 2 Sheet Rock ! [see Detail 5-52] ~ \ I I I I I BOARD, 3' 0" AND ABOVL `/" PLYWOOD. III III /Sz (To Remain) r, - ' t / i; •' I (-11 \ I SERVICE AREA %" PLYWOOD SALES AND SEATING AREAS' `-a'GYPS[JM I 1 400S162154 2X416g.@24"oc +< ° 6 Batt Type _- _ - _ HEADER BOARD 1 13'Framed---- III ----- - _- _..,- • Insulation •. I - I I I [See Detal 2 ] � I Fs Wall (ey n) I C I b o il III I _ /Sz(Bearing) Interior WeII x y TYPICAL SOR STRATF S FOR INTFRIOR WALLS - SHALL BE AS I OLLOWS I I I I I� I I I I 2 OX3" Expansion �I 12 III Bolts @ 24" o-c _ _ x �K>< k _ KITCHFN,STORAGF AREA_ AND RE';IROOMS 0, 0" 10 S' 0" 5e DUROCK CEMENT (Typical Vertically) III I 1 - - X x -1 BOARD, 3'-0" AND ABOVE 'S" PI YW00IR I I l III 10' S-2 16' 11� _ --- • 400S182-54 ' SERVICE AREA 5" Pu'wUUD I-1 I'y' Order Window - - -_ I I 2x4 CFS III \i 2X416g. Zl4" o-c CFS F _ ` Lateral Wall Bracing @45" o-c (Typical) SALES AND SEATING AREAS: C;YPSUM -- I BOARD I- - \ 9 I --_� 1�" Sheet Rock I f Framed Wall (Bearmg) III /S2� 3_ - mail ' Interior tWall � � \ [see Detail 5-521 _ - I I I FINISH COAT \ 1-1 _ 1 I- ' i"x3" Expansion Bolts III i (Texture -Flex or Conventional Stua;o) 6,$" WINDOW 51LL: I I @ 24" o-c (Typ.) —1; III 1 sz - 27' - 3/8" BROWN COAT \ - " 318- SCRATH COAT OR 3.4 0005162-54 - _ -1 - 11"x3" Expansion Bolts _ - _ @ 16 o-c (ryp. ALL I I Exterior Walls) HT: 32' [See Detail 7 ] 6005 162-54 I I 1 1 1 11 i x3° Expansion Bolts " �._ @ 16 o-c (Typ. ALL }� I I I Exterior Walls) I I III 2) # 10 Screws @ Bot. Track to studs (typical) - -__ � I 600S162-54- 2X81 4"o-c CFS Framed -- Expansion Bolts @ 24" o•c _ _ _ , --- EXISTING CMU_ WALL TO BE REMOVED IL IN THIS AREA. [SEE DETAIL XJC FOR BEARING , 2.5 SELF -FURRING GALVANISED WIRE MESH - _ MOISTURE BARRIER -- - 2x6 ► 6 ga. CF5 Framed Ext. Wall �. I I NEW 4' Conc. I EXPANSION Floor Slab 2x6 16 ga. CF5 -� Framed Ext. Wall 2.8• I I NEW 4" Conc. I I Floor Slab I� ION -- I ! NEW 4" Monolithic Slab I w/ Turned Footer I Exterior Well _ �/S)\ (Typical Vertically) BEAMI PLACEMENT] - r �1/ SOUND SUBSTRATE _-- 600T162-54 Bottom Trade I I I --JOINT ;- -- I 3,000 PSI CONCRETE - � �� I 600T162-54 I tt JOINT 3,000 PSI CONCRETE I w/ Fibemresh I III 3 # HEADER HT: B'-8' Il \ - -- - -- - - _ -- - NOTE: w/ Fibemresh I Bottom Trade ^� - RECOMMENDED STUCCO APPLICATION INSTRUCTIONS: EL �' �` <- '� EL 0 - _ 6 and Vapor Barrier Clean, compacted. �-I - - , , I 7.10i 02" CONVENTIONAL STUCCO AND SYNTHETIC COATINGS Refer to ASTM, C-150, C-926, C-1063 GROUT FILLED CELLS _ — _ - -- - -. - III - `, g Mil. VAPOR GROUT FILLED / __ CELLS ` = _ _,, I -1 .__III ' g MII. VAPOR I- poision treated fdL- Footer 1) #5 Rebar--' S-2 - I' 34.1 / I building horizontal) 4"onto the sheet below. Apply #5 Vert. Reber - ! _ BARRIER Y #5 Vert. Reber ___i BARRIER 400° p' a� waterproof r with each sheet overlapping rP ng papa Y ppn9 Over the install 2.5 3.4 self furing wire mesh overlapping and staggering, and tying with 18 FOOTING --- -_I ,. 8" �i/sz) c - Q r � 4 paper, or galvanized FOOTING -- __ „ "' CLEAN. �. III _ 10 10' a wire. g ' �.� ,. ,- CLEAN - COMPACTED _ ,� ' !- COMPACTED - _ ' 6-7 Apply a 318"Scratch Coat Apply a 3/8" Brown Coat (Apply scratch coat, filling out to face lath, and double back with brown coat to such a thickness that the combined thickness of scratch and brown coats will be approx. d . Allow 2 weeks to cure (2) oont. -,- POISON -- ` TREATED FILL 4,000 PSI (2) #5 cont. �� _ ~ _ - POISON TREATED FILL - 4,000 PSI CONCRETE HEADER HT: 61-8" - ��----�--�- �� - - before applying finish coat. " CONCRETE 2-0 FOOTER " 2-0 - FOOTER L-------------�-� i' / j Applya Colored Finish Coat Color to be determined b Builder Wor Owner ( Y - -- DUNKIN SIGNATURE / MONOLITH 800S162-54 _ Framed T.S. 6X6X4" _ into 2x6 Exterior Wall underneath EXISTING d,V (2/S2 2X816ga. CFS (A 5-2.1 Trim Beam TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 1 _1, HEADER HT:B'-8" — ,a TYPICAL DETAIL (CFS WALL SECTION) ( CFS WALL SECTION (CFS WALL SECTION � _ 21,-y4. ( CFS Wall Stucco Exterior Application) @ DUNKIN MONOLITH) aLD EXISTING CMU WALL) (� s 2 s_2 1 2 s-2 3 s-2 WALL FRAMING PLAN SCALE:' = 1'-0" d' U o 0 J N LO JW� 60N LLZ� ZQ� �W( WWM OQ M WM '5o Ono O F- 0� I— _j L-Lj INN. CO �Qtn ZoQ �-N� QMa ZLO ~ �0 w WN Cn _--- - __ w a ........ tr o ZJ 0 u_ • V ir, w R 0 8 ., V) in a c 3:: � C M ZAIt o . m LDJ� ILL cp 0 -I.-OD CO O U Lu U) W o 0 Q= a a o IX Z 0 W LL Z Zao Z � W 9 0§ ~ O Cl)Z O a 0 w X � Q o Lli rii 3 W Q W I'-' z W U w � m 01 U ja- CD Z 00 Z x rn w > 0 W N L.L. tp M cm�- O Z a w S-2 W24X55 (EXISTING) W24X55 (EXISTING) n4 V 4 W24X55 (EXISTING) O 40 ° EXISTING CONC. BONG BEAM T REM%411� NEW BEAM o W 14X30 i i _ v 17 typ t YP t } BRACKET: YP - - I — -- 3n 6- 2"x62"x 8" Angle 4 � — I — — - I— —, w/ (4) a"Ox4" Expansion - W 14X30 --- Bolts into CMU concrete filled cell. I o _ (Typ. @ ea. End of Beam) - i I T i I I i i I I REMOVE EXISTING CMU WALL IN THIS AREA 1 - r -- - -UNDERNEATH BEAM- ONLY SEE PLANS I I I I EXISTING CMU WALL -' - � - `- -'- _ - -' - -TEXISTING CMU WALL Remain) o (TRin) NOTE: ( Remain) - To G.C. to Assure CMU Cells are filled from Bot. to Top with Grout & (1)min. #5 Vert. Rebar in filled cell. FIELD VERIFY]- -- - ____ - T I I i I I I Fan 4 Concrete BOND BEAM T(EXISTING TO REMAIN) W14X30 (NEW) BRACKET: lotx62"x 8" An 2 2 le 9 W/ (4) 4" Ox4" Expansion Bolts into CMU concrete filled cell. II II (TYP• @ ea. End of Beam) 6 lot " II 8" TOP e O g" typ O ;� �: , ;--f= - — -- O FRONT O I N 0 I I 2" Web stiffener SIDE W24X55 (EXISTING) [See Detail] I I I Suspended Ceiling 7 W12x26 (EXISTING) W24X55 (EXISTING) 1 Fasten WALL JOISTS to �' ------,� Fasten WALL JOISTS to HSS 6X6 w/ 2) #10 Screws @ HSS 6X6 w/ 2) #10 Screws @ 16"o-c (typical all STUD to HSS locations) [See Detail].. ft 16"o-c (typical all STUD to HSS locations) --- �� GRO T Fl, � I I D CELL I-� @ COLUMN. 16" STEM 6" x 12" x 1/2" -STEEL PLATE LL I -(4) a"0 A.B. 1" LEVELING GROUT TYP. @ Col. Base) _2 --- 3'x3'xl'-6" FOOTING (3) #5 E.W. NOTE: ALL FRAMING SCREWS ARE #10 x 5/8" LOW HEAD PROFILE OR BETTER. TOP VIEW 8" j 2' 8" 2'-0„ 0 I N O I 00 0 I o , o 80OS162-54 ROOF 4 - - - - 2X816ga. CFS FRAME LINE i, o o 600T162-54 60OT162-54 - 6" 16ga. C14 0 6" 16ga. -- N CFS TRACK I CFS TRACK x (as bracing) _ N (as bracing) , rx rr _" (min) O.S.B. or 600S162-54 r x } Equiv. 2X616ga. x t'�Jl x x CFS FRAME _ 800S162-54 C° . .. -= Vapor Barrier 2X816ga. - X�+ ft+ I CFS FRAME y x ;y - z CD CD kX v _ HardyPlank Horizontal Lap Siding o i!- o II I MONOLITH FRAMING 8" TYPICAL SECTION 10 -0 PLAN - - -- (CFS WALL SECTION) SCALE: J" = 1'-0" A S-2 Cross Brace__ (as nailer) (1) 2'"Sheet Rock (This side of Wall) "' 3"0 Expansion Bol- @ 16" o-c tYP, - s"xl2"x 31t PI A IF DETAIL "0 A ,32 H01 TS S162-54 1698 CFS IED WALL- -16" CMU STEM WALL. GROUT FILLED CELL @ COLUMN. VX12'4* STEEL PLATE ) to A.B. ---_ 1' LEVELING GROUT \ 4 O O / (TYP. @ Col. BM) 4,000 PSI CONCRETE ---- FOOTER 3'x3'x1'4r FOOTING - — (3) #5 E.W. DETAIL --- Dbl. Top Plates (1) 2" Sheet -- Rock (This side of Wall) 2x4 Framed Wall 3ot. Plate Floor INTERIOR PARTITION WALL ,,I^B � 1 X6 Wall Cap (Flush this side)- ,Top Plate I I- I I I I I I I I I I I I I I (1)"'Sheet Rock (Both sides of Wall) I I 8"X3"fd Expansion Bo @ 16" o-c Bot. Plate 2x4 Framed Wall Floor 427h KNEE WALL U CD o N N to N ..I o • CL� C? ZW 1 L0 Z)wco W§ OQM WEj0 OC�o 00W 0 _j L-Li F-a-j (nQ Zo`L �0J QMa Z�= V7 0 Q Q C° �- ~ W o N °a co ti Z J O u_ X (� z g oo co W v � O ZM _ M �c N J � Z a IL cc J LL OEM M �IQ.00 CO a CO LLi 00 �y 0. N �. o WULL w Z Z o z o w 9 W g T­ Z v c a 0 LL w Q o 0 Z Ve w LL LLI z O w Id V W > Cl)p (_,) a�a Q 0 U) Z 00 Z rZ a U) U rn LL,LU > 0 W UA V* M N �- 0 Z Q J CL W� f� Q U. 06 - 0 Z 0 Z S-2.1 B11 DBL. 2X6 ROOF JOISTS 60OT162-4318ga.TRACK (as lateral bracing from joist to joist.) Install equal distance from Exterior Walls or on the � as shown in drawing . TYPICAL DETAIL ( Lateral Roof Joist Bracing) 1 S-3 S/LBV 1.56 ROOF JOISTS 18 GA. GALV. FLA5HING Fasten TrU55 Joists (4) #10 SCREWS @ to Wall Studs w/ / EACH STRUT TO WALL STUD 4) # 10 5crew5 I '' 2" P.T. PLYWOOD SHEATHING w/ Fasten TrU55 J015t5 r #10 TEK SCREWS @ 24" O-C (MAX) / to Lateral Track 4 2- 4 16 . 2 4 _ OOS6 5 ga X CFS / w/ 1) # 10 5crew ' SUPPORT STRUTS @ 24" O-C @ Top \ \ \ \ 4-Layer Bituminous Built-L Roof Stystem [See Detail this Sheet] \ \ \\\ ROOF TOP D Cr I � GOOT I G2-54 18ga. Track (4) #10 SCREWS @ I Fasten @ ea. Stud w/ I 'I EACH STRUT 2) # 10 5crew5 TO ROOF JOISTS 4 0 PVC DRAIN LINE TYPICAL DETAIL TYPICAL DETAIL ( SUPPORT STRUT TO WALL STUD ( Roof Joist to CFS Exterior Wall) & TO ROOF JOISTS) 2 A -A ""4 5 ---4 3 (Optional) TYPICAL DETAIL ( Roof Joist frame detail @ HVAC Opening) 5 1 2 1 18 GA. GALV. FLASHING (4) #10 SCREWS @ EACH STRUT TO WALL STUD I 2' P.T. PLYWOOD SHEATHING w/ #10 TEK SCREWS @ 24" 0-C (MAX) \ 40OS62-54 16ga. 2X4 CFS 18 GA. GALV. SUPPORT STRUTS @ 24 0-C FLASHING \ \ 4-Layer Bituminous Built-up \ \ Roof Stystem \ [ See Detail this Sheet] CURBING - \ \ \ ROOF TOP DRAIN & SCREEN 60OS62-54 16ga. 2X6 I CFS ROOF JOISTS — (4) #10 SCREWS @ EACH STRUT TO ROOF JOISTS 4"0 PVC DRAIN LINE TYPICAL SECTION ( STRUT & ROOFING SECTION) A -A 61 4� 6 5 5 EXISTING W 12X26 STEEL BEAM rL--- �. 00051 G2-54 I Gga. JOISTS L - - - 51MP50N 5-HJCT (JOISt to Beam) TYPICAL 5-PLACE5 EXISTING W 12X26 - 5TEEL BEAM - �- 7T _.._.._.._.._...................... — 51MP50NTIE CAN BEWELDED OR-------------- FA5TENED TO BEAM. TH15 FA5TENER DOES NOT REQUIRE ANY WEB BACKING. (SEE MFGK. SPEC. AND INSTALLATION CRITERIA PRIOR TO A55EMBLY) 4 LAYER BITUMINOUS BUILT-UP ROOF SYSTEM 1. Steel Roof Joists 2. Steel Deck - No. 22 MSG min. ga; min. fluted depth 1-1/2" w/ no perforations. Welded or mechanically fastened to supports in accordance with deck manufacturer's recommendations. 3. Vapor Barrier- [Optional] 6 mil. min. (or equiv.) 4. Insulation Board - Classified by Und. Lab. (Roofing Materials and Systems Directory, Roof Deck Construction, Building Units). [See Cornell Corp. "Vent -Top ThermaCal X1" OR "Vent -Top ThermaCal X2" (or equiv.)] 5. Roof Covering - Built-up from hot mopped materials Classified by UL. [Authorities having jurisdiction should be consulted to which class of roof coverings will be acceptable in each location.] 6. Mineral Capping Membrane - (Inbetween layers of hot mop). 1� i III II __-Ii1 41� � II iii (( I I l III EXISTING 11 II =_ III ;I III;IIIII IIII I�I Il l�'�Illilllll' ROOF AREA ROOF DRAIN UNrs l� _ _ _ _ -'�i- -- - -� : -._...7 - :: _ �+ (NOT TO BE bhTERED) I I I: (Vert. section in Wall)- - - EF- L1 --f-—IIII_`. III — N i RVOF o -� __--- — - -- A 14 t v ---------- --- --, __-- - oc 4ty RX)P DAN UNfS [ ---------- o- III (Vertsection_ = jw In Wall) fn771 I I Z7 - - - - ��_ 1 = - ---- ---- - r F A�R�- ill III III11111111 ■illll IIII p°I _ _ "IIlII'II IIIIiI.. �II;IIf;IIIIIi' 11 iii iii II i'I I III I I�I I I'I I l l l i l l I I I I I 1 Iki �� ��li�l�l�l�l�ll II I�I�I�I�I�'ll�ll�;�l�l1l�l�;y, IIIIIII,II I III I II II I I I III W I MG (1)(15TING) L — — —J_ 1L---1 ---.L -.---� T.S.6X6Xq" Framed into 2x6 Exterior Wall underneath EXISTING Truss Beam ROOF PLAN SCALE: 4' = 1'-0" TYPICAL DETAIL ( Roof Joist to EXISTING STEEL BEAM 3 S-3 DETAIL � I I II I II I I 4DOS62-54 16ga 2X4 CFS SUPPORT STRUTS @ 24- OL I _ — 40OS62-54 16ga. 2X4 CFS LEVELING SUPPORT I II I I t 6T - I I B5 rACH Si ( I I TO ROC ------ 27' i Exl5tingCMU Wall Line \� 2) # 10 5crew5 @ Track to J015t5 (typical) I I I ) 211x3" Expan5lon BOIt5 @24" o-c 131 (Typ. Track to CMU Wall) EL GOOT I G2-54 Track 10005 I G2-54 Joist 2) # 10 5crew5 @ Top Track to Jol5t5 (typical) I I I 2) # 10 Screws @ top Track to Studs (typical) I II I I \ TYPICAL_ DETAIL (60OT162-43 - 18 ga. Track as LEDGER --- S-3 T.S.6X6X4" ROOF FRAMING PLAN Framed into 2x6 Exterior Wall underneath EXISTING Truss Beam SCALE: 4' = 1'-0" U o N LO LO JCN CD N co 00 N �5 1?zOf Dw:WWI 0 Q �D -1 0 Q �o— � om° �o 10-� �J z(� aN Q M� zL0 D�Q QQ� rn Q 11 U)LL1 Q Q N o� 0 Q W I_ _ w �Co m 0 QLo LL U Z J LL O U � Z o E ( 0 0 .. m O O c U)O � a) 0 m M CD U CO � � J N J C4 U Qa�co J 2 m_ m U < CO Cb O 1 W U W LLl o 0 N LL C O 10� WILL U a W W Z z 0� < rn o W04 g 0 m n- LL o c C7 o- Z o Q w w o z O Lidz Y a m o x� o o 0 Q LU 0 z o �o a U) U W W W C>7 0 CM N Z Q J dam. W J 2E a � w U_o U_ 06 O S-3 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES: SF1. Design Soil Bearing Pressure: Spread Footings: [4000 psf] SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project specifications. SF3. Footings shall be placed on firm, undisturbed soil or engineered fill. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90% passing a 1-1/2-inch sieve and not more than 12% passing a No. 200 sieve. SF4. Slabs shall be placed on compacted, free -draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; with 100% passing a 1-1/2-inch sieve and 0% to 5% passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same requirements. See soils investigation report for further recommendations. SF5. Undercutting of the soil for foundation and/or slab placement may be req.'d. These drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is req.'d, sumps shall not be placed within foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2:1 slope next to existing foundations to avoid undermining foundations. SF8. No horizontal joints permitted in any foundation. Vertical joints permitted only in wall footings. SF9. Shallow foundations may be earth -formed where the excavation permits. If earth -forming is used, add 2" to the width and length of all foundations. SF10. The bottom of all foundations shall be a minimum of 24" below final grade. REINFORCED CONCRETE NOTES: RC1. All concrete shall have the following 28 day compressive strengths: LOCATION STRENGTH AIR ENTRAINMENT Wall Footings, Spread Footings: [4000psi] [6%] IF APPLICABLE All concrete below frost line, exterior [3000 psi] [6%] slabs, piers, walls, columns, grade beams, concrete exposed to freeze/thaw: Interior slabs on grade: [3000 psi] [Non AE] RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315-99, ACI 318-99 and CRSI MSP-1-01. RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A-615, Grade 60. RC4. Chamfer edges of exposed concrete 3/411, unless noted otherwise. RC5. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC6. All welded wire fabric shall conform to ASTM A185, Fy(MIN.of 65 ksi. All welded wire fabric laps shall be 8". RC7. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301-99. Contractor is solely responsible for the design and construction of all formwork, falsework and shoring. RC8. Provide the following coverage's over reinforcing: Footings: Bottom and Unformed edges [31 Formed edges and top [2"] Slab on grade: Welded wire fabric [Upper Third] Reinforcing Steel [21 GENERAL NOTES: G1. BUILDING CODES: Model: Florida Building Codes 2004 Local: Manatee County Building and Planning Department Light Gauge Steel: Specifications for cold formed steel design Manual by American Iron Steel Institute. G2. DESIGN LOADS: G2.1 Roof Dead Load: 10 pdf Live Load: 20 psf G2.2 Mezzanine Dead Load: 54 pdf Live Load: 125 psf SNOW - N/A Mechanical Mezzanine Dead Load: Live Load: Thermal Fact WIND by Florida Building Code 2004 + 2006 Supplement Basic Wind Speed: 130 mph Wind Importance Factor: 1 Wind Exposure Category: C SEISMIC - N/A G3. Reactions and forces indicated are Allowable Stress Design Service loads. G4. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer and architect immediately. G5. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings. G6. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings, the respective contractor shall field verify their work with all other disciplines. G7. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc.. Engineer is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction. G8. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise. G9. Provisions for future expansion: Vertical: None Horizontal:None MASONRY AND REINFORCED MASONRY NOTES: M1. Minimum 28 day compressive strength of concrete masonry units shall be 3000 p.s.i. based on net area of the unit. Specified design compressive strength of masonry shall be f'm = 3000 p.s.i. All units for exterior walls shall be normal weight block. M2. All mortar shall be Type S. No admixtures may be used unless approved by architect/engineer. Mortar shall not be used for grouting cores or filling bond beams. M3. All block shall be layed in a running bond pattern. M4. Course grout shall be used were grouting is required. Slump shall be 8"-11". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control joints. M7. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control joints. M8. Provide "L" bars at all bond beam corners as required. M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. M10. See typical schedules for masonry and precast concrete lintels not indicated on plans. M11. All masonry units below grade to be grouted solid. M12. All cores with reinforcing steel shall be grouted solid, full height of wall. SPECIFICATION FOR COLD -FORMED METAL: PRODUCTS METAL STUDS, JOIST AND ACCESSORIES. A. ALL PRODUCTS TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION. B. ALL GALVANIZED STUDS AND JOISTS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF 1996 A.I.S.I. STANDARDS. Fr-50 KSI. C. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1996 EDITION. D. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB STIFFENERS, ANCHORS, FASTENING, DEVICES, RESILIENT CLIPS AND OTHERS ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBER USED. E. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. EXECUTION FABRICATION AND INSTALLATION. A. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER TO OBTAIN APPROVAL. &FRAMING COMPONENTS MAY BE PREASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING. C. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBER. D. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER RUNNERS, EXCEPT THAT IN THE CASE OF INTERIOR, NON -LOAD BEARING WALLS, STUDS NEED NOT BE ATTACHED TO UPPER OR LOWER RUNNERS. E. IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS, INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE SHALL BE PROVIDES. F. SPLICES IN AXIAL LOAD BEARING MEMBERS OTHER THEN TRACK SHALL NOT BE PERMITTED. G. TEMPORARY BRACING WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. INSTALLATION (NON -LOAD BEARING WALLS) A. TRACKS SHOULD BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS. B. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM TRACK. C. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS AS SHOWN ON THE DRAWINGS. D. DIAGONALLY BRACED STUD WALLS, AS INDICATED ON THE DRAWINGS, SHALL BE PROVIDED AT LOCATIONS DESIGNATED AS "SHEAR WALLS" FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE. ADDITIONAL STUDS, WHEN NECESSARY, SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS TO RESIST THE VERTICAL COMPONENTS. E. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. INSTALLATION (JOISTS) A. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL. B. WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND/OR POINTS OF CONCENTRATED LOADS WHERE INDICATED ON THE DRAWINGS. C. JOIST BRIDGING SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. D. ADDITIONAL JOIST SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH EXCEEDS ONE-HALF THE JOIST SPAN, ALSO AROUND ALL FLOOR AND ROOF OPENINGS, WHICH INTERRUPT ONE OR MORE SPANNING MEMBERS UNLESS OTHERWISE NOTED. E. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. 1. THESE DRAWINGS ARE FOR SCHEMATIC DESIGN ONLY. IT IS UP TO EACH INDIVIDUAL DESIGNER TO SPECIFY AND ENGINEER THESE SYSTEMS FOR SITE SPECIFIC LOCATIONS. 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. 3. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 4. ALL CONTRACTORS SHALL EXAMINE THE SITE AND REVIEW THE DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING A PROPOSAL. 5. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. 6. PLUMBING CONTRACTOR SHALL COORDINATE HIS / HER WORK WITH OTHER CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS. 7. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SPACES. 8. THE DRAWINGS AS PREPARED ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. 9. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. 10. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS PIPING AND MAKE ALL FINAL CONNECTIONS. 12. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. 13. PLUMBING CONTRACTOR TO PROVIDE BACKFLOW PREVENTERS AT ALL COFFEE MAKERS, BAGEL OVEN, DIPPING WELLS, ICE MAKER AND ALL OTHER EQUIPMENT AS REQUIRED BY CODE. 14. PLUMBING CONTRACTOR TO PROVIDE TRAP PRIMERS OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE 15. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID ALL EXISTING ROOF WARRANTIES. 16. ANY CUTTING OR PATCHING NECESSARY TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. 17. ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ENGINEER. 18. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / OWNER. CFS (COLD FORMED STEEL) LEGEND: 400S 162-54: 2X4 STUD 16 GA. 600S 162-54: 2X6 STUD 16 GA. 800S 162-54: 2X8 STUD 16 GA. 400T162-54: 4" TRACK 16 GA. 600T162-54: 6" TRACK 16 GA. 80OT162-54: 8" TRACK 16 GA. 600T162-43: 6" TRACK 18 GA. 600T162-68 6" TRACK 14 GA. U o J N � N N O � W M 0 �Z0 ZQM W0 ]ch to WW OQM �?o o O m o VF W I_ LL O CIS Q Z u' 0 J QN a ~� 2 _cf)� z�� H .. Q 2 a- ct) W IX N a °a W L 07 �' --_- � W o0 a M y[0 6 ILL U Wn W Z R 0 8 m C7 O O� cc cc c - 4) 029 UM Jam .� ita U. a �v �< Co 0 O a% U LU o 0 ILL ui a N O X W Z Z Z Z Z W CD cn r' Z p ° °Y a C9 tL � Q o O Z ui w W Q W F- Z Lu W o UJ O m 0 N 0 U aa Q Q VJ ZZ 00 a U �j w W to to M N O V , W O Z S-4 ADA NOTES: THE GENERAL CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE APPLICABLE STATES AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS FACILITY WILL BE ACCESSIBLE ACCORDING TO THE STRICTER REQUIREMENTS OF THE APPLICABLE STANDARDS. THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS. 1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE. 2. TOILETS: A. LAVATORY TO HAVE LEVER HANDLES, SPRING FAUCETS OR SELF METERING FAUCETS. B. A COAT HOOK 48" ABOVE THE FLOOR SHALL BE MOUNTED ON THE BACK SIDE OF THE BARRIER FREE STALL DOOR. C. LOCATE THE WATER CLOSET 18" FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE THE FLOOR TO THE TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED SIDE OF WATER CLOSET. D. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE DIAMETER PEENED GRAB BARS, 1 112" FROM THE WALL WITH ONE BEHIND AT 6" FROM THE WALL AND ONE ADJACENT TO AT 12" FROM THE WALL 33-36" PARALLEL TO AND ABOVE THE FLOOR. E. LAVATORY TO BE MOUNTED 34" MAX. ABOVE THE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27" IN CLEAR HEIGHT. (29" CLEAR UNDER FRONT EDGE) F. INSTALL MIRROR 40" MAX. ABOVE THE FINISHED FLOOR (TO BOTTOM) AND 72" TO TOP. G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO CENTER LINE ABOVE THE FLOOR. STRUCTURAL NOTES I- GOVERNING CODES: THIS DESIGN IS BASED ON THE FOLLOWING CODES: A- FLOR IDA A BUILDING CODE 2004 WITH 2O06 AMENDMENTS. B- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 (2002 EDITION). C- SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, ASD DESIGN METHOD. D- BUILDING CODE REQUIREMENTS FOR MANSONRY STRUCTURES, ACI 530-02/ASCE 5-02/ TMS 402-02. E- STRUCTURAL WELDING CODE D1.1. II- DESIGN LOADS: A- WIND LOAD BASED ON USING THE ASCE 7-02 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" METHODS OF CALCULATION FOR WIND PRESSURES AND THE FOLLOWING FACTORS: 1- MEAN ROOF HEIGHT OF LESS THAN 30'-0". 2- WIND SPEED OF 110 MPH. 3- EXPOSURE CATEGORY "B". 4- IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II). 5- INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 (ENCLOSED BUILDING). 6- THIS BUILDING IS IN A WIND BORNE DEBRIS REGION AS DEFINED BY FLORIDA BUILDING CODE. ALL GLAZING IS ASSUMED TO BE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.4 OF FLORIDA BUILDING CODE. B- ROOF LIVE LOAD OF 20 PSF WITH ALLOWABLE LOAD REDUCTIONS BASED ON AREA AS OUTLINED IN THE FLORIDA BUILDING CODE. ROOF DRAINAGE SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA PLUMBING CODE SECTION 11.OVERFLOW DRAINS SHALL BE LOCATED SO THAT, IN THE EVENT OF THE PRIMARY DRAINS BEING BLOCKED, NO MORE THAN 3Z OF WATER CAN ACCUMULATE BEFORE ENTERING THE OVERFLOWS. C- ROOF DEAD LOAD OF 20 PSF. D- FRONT ENTRY ROOF DEAD LOAD OF 17 PSF TOTAL (7 PSF TOP CHORD,10 PSF CEILING). E- ALLOWABLE SOIL BEARING OF 2,000 PSF. III- SHOP DRAWINGS: A- WHEN SHOP DRAWINGS ARE REQUIRED (3) COPIES MINIMUM SHALL BE SUBMITTED WITH (1) COPY TO BE RETAINED BY THE REVIEWER. CONTRACTOR SHALL ALLOW FOR (10) TEN BUSINESS DAYS FOR SHOP DRAWING REVIEW. IV- DRAWINGS AND SPECIFICATIONS: A- DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. ADVISE PROJECT ARCHITECT OS ANY CONFLICTS BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS. VERIFY ALL FIELD CONDITIONS AND CONFIRM COLUMN LOCATIONS IN RESPECT TO ARCHITECTURAL WALL ALIGNMENT PRIOR TO THE START OF WORK. B- THESE DRAWINGS ARE TO BE USED IN COMBINATION WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND CIVIL DRAWINGS. REFER TO THESE OTHER DRAWINGS FOR DETAILS THAT RELATE TO STRUCTURAL COMPONENTS. C- THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM THE MOST COMPLETE INFORMATION AVAILABLE TO THE ENGINEER. ALL DATA ON EXISTING CONSTRUCTION CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO COMMENCING WORK. D- THE CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTEND -PRINTED INFORMATION ARE MORE DETAILED OR STRIGENT THAN THE REQUIREMENTS CONTAINED IN THE PLANS. E- THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT, AND ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL OF THE ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK. F- THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SUPPLEMENTAL DETAILS FOR SUCH PORTION OF THE WORK. G- THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL THE STRUCTURAL SYSTEM IS COMPLETED. THE STRUCTURAL SYSTEM IS UNSTABLE UNTILL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED THE MINIMUM DESIGN STRENGTH AS SPECIFIED IN THESE DRAWINGS. V- CONCRETE: A- 3,000 PSI CONCRETE REQUIREMENT FOR FOUNDATIONS, BLOCK FILL, SLAB -ON -GRADE AND SIDEWALKS. B- MAXIMUM SLUMP: 4" (+/-1") FOR ALL CONCRETE, EXCEPT USE 8'-11" FILLING CELLS IN BLOCK. FLY ASH, IF USED, SHALL NOT EXCEED 20% BY WEIGHT OT TOTAL CEMENTITIOUS CONTENT. SLUMP LIMITS SHALL BE STRICTLY ADHERED TO. C- THE CONCRETE SHALL CONTAIN THE MAXIMUM SIZE AGGREGATE PERMITTED BY ACI CODE UP TO a MAXIMUM. THE GUIDELINES FOR MAXIMUM AGGREGATE SIZE ARE NOT GREATER THAN y THE NARROWEST OPENING IN THE FORMS, AND/OR I THE DEPTH OF THE SLAB. D- CONCRETE FORMWORK SHALL BE IN A CLEAN CONDITION FOR USE AS FINISHED SURFACE FORMS. FORMS SHALL NOT BE REMOVED UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH TO SUPPORT ITS OWN WEIGHT AND PROPOSED CONSTRUCTION LOADS. E- MINIMUM CONCRETE COVER: CONCRETE PERMANENTLY EXPOSED TO EARTH= 3 INCHES. CONCRETE EXPOSED TO EARTH OR WEATHER=12 INCHES. CONCRETE NOT EXPOSED TO EARTH OR WEATHER= 3/4 INCHES. F- CONCRETE SHALL BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE ASTM C94. CONCRETE SHALL BE PLACED WITH -IN 90 MINUTES OF BATCH TIME. G- EXPANSION AND CONTRACTION JOINTS: FLOOR (CONTRACTION) JOINTS SHALL BE SAW CUT OR PREFABRICATED AT A MAXIMUM SPACING OF 2 TO 3 TIMES THE SLAB THICKNESS IN FEET (i.e. 8'-12' O/C FOR A 4" THICK SLAB). THESE CONTRACTION JOINTS SHALL BE APPROXIMATELY 8" WIDE AND EXTEND TO A MINIMUM DEPTH OF i THE SLAB THICKNESS. A 4" PERIMETER EXPANSION (ISOLATION) JOINT SHALL BE USED AT FLOORS ADJOINING WALLS AND AROUND ALL COLUMNS. THESE ISOLATION JOINTS SHALL BE FORMED BY INSTALLING AN ASPHALT IMPREGNATED FIBER SHEET THAT EXTENDS THE ENTIRE THICKNESS OF THE SLAB. VI- CONCRETE REINNFORCEMENT: A- REINFORCING STEEL BARS SHALL BE GRADE 60 (60 KSI ASTM A615) STEEL AND TIED WITH DRAWN STEEL WIRE. B- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. C- PLACEMENT OF REINFORCING STEEL SHALL BE AS SHOWN ON PLANS AND PER THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315 MANUAL ON PLACING STEEL REINFORCING. D- PROVIDE MINIMUN LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN BEAMS AND COLUMNS. E- IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS. VII- CAST IN PLACE CONCRETE: A- THE CONCRETE SUPPLIER SHALL PROVIDE MIX DESGNS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS. B- WHEN POURING AGAINST EARTH, THE EMBANKMENT SHALL BE WETTED FIRST AND ALL POURS ON DIRECT SUN DAYS WILL BE MISTED AT LEAST TWICE FOLLOWING INITIAL SET. ISOLATION JOINTS SHALL BE PROVIDED AT ALL COLUMNS AND EXPANSION FELT AT THE PERIMETER OF THE SLAB. C- FINISH ON THE SURFACE OF FLOOR SHALL BE MACHINED TROWELED FOLLOWED BY HAND FINISHING AS REQUIRED. D- EXTERIOR WALKS AND PARKING AREAS TO BE LIGHT BRUSHED FINISHED. E- CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. VIII- FOUNDATIONS: A- MAXIMUM SOIL BEARING PRESSURE USED FOR DESIGN ..... 2,000 PSF. B- PREPARE SUBGRADE IN ACCORDANCE WITH GEOTECHNICAL REPORT, IF THERE IS ANY. C- NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS, OR MATERIALS OR CONDITIONS NOT ANTICIPATED IN THE ORIGINAL REPORT. D- CONCRETE PLACEMENT SHALL OCCUR IMMEDIATELY AFTER FOOTING EXCAVATION AND PLACEMENT OF REINFORCING STEEL. ANY FREESTANDING WATER SHALL BE PUMPED OUT OF FOOTING EXCAVATION PRIOR TO CONCRETE PLACEMENT. E- A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM IN -PLACE DENSITY TESTS: THIS SUGGESTED TESTING SHALL BE USED IN ABSENCE OF TESTING PROGRAM SUGGESTED BY A SOIL ENGINEER AS CONTAINED IN A SOIL REPORT PERFORMED FOR THIS PROJECT. 1- ONE DENSITY TEST FOR EACH 2,500 SQUARE FEET OF COMPACTED SUBGRADE. 2- ONE DENSITY TEST AT EACH COLUMN. 3- ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. IX- STEEL BAR JOIST: A- THE DESIGN, FABRICATION AND ERECTION OF STEEL JOIST SHALL CONFORM TO THE "AMERICAN INSTITUTE OF STEEL CONSTRUCTION STANDARD SPECIFICATION FOR OPEN WEB STEEL JOIST" (LATEST EDITION). B- JOISTS SUPPLIED UNDER THIS SECTION SHALL BE FABRICATED BY A RECOGNIZED MANUFACTURER, USING CORD OR WEB SECTIONS FABRICATED FROM STEEL HAVING A YIELD STRENGTH OF AT LEAST 36 KSI BUT NOT EXCEEDING 50 KSI. C- BRIDGING PER THE APPLICABLE STEEL JOIST INSTITUTE SPECIFICATION 9LATEST EDITION) SHALL BE USED AND SHALL BE INSTALLED BEFORE CONSTRUCTION LOADS ARE APPLIED TO THE JOISTS. THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL NOT BE ANCHORED UNTILL ALL THE ROOF DEAD LOADS ARE APPLIED. D- ENDS OF JOISTS RESTING ON STEEL SUPPORTS SHALL BE CONNECTED WITH THE EQUIVALENT OF TWO 1/8- INCH FILLET WELDS 1 INCH LONG OR WITH i INCH DIAMETER BOLTS. FIELD WELDING SHALL NOT DAMAGE THE JOISTS. E- ALL JOISTS ON COLUMN CENTERLINES SHALL BE SECURED BY 1 INCH DIAMETER A325 BOLTS AT THE TOP CHORD BEARING. THE BOTTOM CHORD SHALL BE EXTENDED TO THE COLUMN. F- JOISTS SHALL BEAR 4" MINIMUM ON MANSONRY AND 22'" MINIMUM ON STEEL U.N.O. JOISTS BEARING ON MASONRY SHALL BEAR ON AN ENBEDDED STEEL PLATE. G- STEEL JOISTS SHALL BE PRIMED PAINTED WITH ONE COAT OF LIGHT GRAY PRIMER MEETING THE MINIMUM REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-636 OR STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION 15-68T, TYPE I. H- JOISTS GIRDERS SHALL BE PROPORTIONED SUCH THAT THEY CAN BE ERECTED WITHOUT BRIDGING. THE STRUTTED ENDS OF THE BOTTOM CORD SHALL BE RESTRAINED FROM LATERAL MOVEMENT TO BRACE THE GIRDER FROM OVERTURNING. I- BAR JOISTS AND TRUSS GIRDERS SHALL HAVE MANUFACTURER'S STANDARD BEVELED ENDS OR SLOPED SHOES, IF SLOPE EXCEEDS' INCH PER 12 INCHES. J- STEEL JOISTS SHALL BE DESIGNED TO RESIST NET UPLIFT AS SHOWN ON WIND DIAGRAM SHOWN IN CONTRACT DRAWINGS. X- STRUCTURAL STEEL: A- FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (LATEST EDITION). B- STRUCTURAL STEEL SHAPES (USED AS BEAMS AND COLUMNS) SHALL CONFORM TO ASTM A572 GRADE 50 KSI UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS. C- PLATES, CHANNELS, RODS, ANCHOR BOLTS AND ANGLES SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED OF THE CONTRACT DRWINGS. D- STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B OR ASTM A501. E- STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B (46 KSI MINIMUM). F- ALL BOLTS (EXCEPT ANCHOR BOLTS) SHALL BE HIGH STRENGTH (HSB) SHALL CONFORM TO ASTM A325, �" DIAMETER UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE USED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. G- ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION" (LATEST EDITION). THE MINIMUM ELECTRODE USED SHALL BE E70xx LOW HYDROGEN ELECTRODES UNLESS OTHERWISE SPECIFIED. H- STRUCTURAL STEEL SHALL BE PRIMED PAINTED WITH ONE COAT OF LIGHT GRAY PRIMER MEETING THE MINIMUM REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-636 OR STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION 15-68T, TYPE I. I- ALL BEAMS SHALL BE FABRICATED AND ERECTED NATURAL CAMBER UP. J- CONNECTIONS MAY BE SINGLE SHEAR PLATE (OR DOUBLE ANGLE) FRAMED BEAM CONNECTIONS PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE a" DIAMETER A-325-N UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE BOLTED OR WELDED, WITH WELDED CONNECTIONS EQUAL TO BOLTED CONNECTIONS. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT WITH SUITABLE NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEARVALUE SHOWN ON THE DRAWINGS OR 75% OF THE MAXIMUM SHEAR LISTED IN THE TABLES FOR "ALLOWABLE UNIFORM LOAD IN KIPS FOR BEAMS LATERALLY SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE "PRPPERTIES AND REACTION VALUES" PART 2 OF THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". K- SPLICING OF STRUCTURAL STEEL WHERE NOT DETAILED IS NOT PERMITTED WITH OUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. L- STRUCTURAL OPENINGS, SUPPORTS, ANCHORS, ETC. AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. XI- METAL ROOF DECK: A- METAL ROOF DECK SHALL BE 1l" THICK, 22 Ga. TYPE B (AS IDENTIFIED BY THE STEEL DECK INSTITUTE) PAINTED GRAY STEEL DECK CONFORMING TO ASTM A611 OR ASTM A653. B- THE DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A MINIMUM END LAP OF TWO INCHES CENTERED OVER SUPPORTS. THE DECK SHALL BE ATTACHED TO THE SUPPORTS AND THE SIDE LAP OF ADJACENT UNITS IN THE PATTERN SHOWN ON THE CONTRACT DRAWINGS. C- ALL ROOF DECK OPENINGS 12" DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS. D- ROOF DECK SHALL BE LAID OUT SUCH THAT DECKING SHALL SPAN THREE SPANS WITHOUT INTERRUPTION WHEREVER POSSIBLE. E- DECK AND SUPPORTING MEMBERS DAMAGED BY EXCESS WELDING HEAT SHALL BE REPAIRED OR REPLACED AS DETERMINED BY ENGINEER. F- PUDDLE WELDS SHALL BE AT LEAST s IN EFFECTIVE DIAMETER OR AN ENLOGATED WELD HAVING AN EQUAL PERIMETER. FILLET AND SEAM WELDS WHEN USED SHALL BE A MINIMUM OF 12" LONG. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS AND SIDE JOINTS AND HAVE GOOD FUSION TO THE SUPPORTING MEMBERS. XII- CONCRETE MASONRY: A- A CONCRETE BLOCK WORK UNDER THIS SECTION SHALL BE AS PER PLANS AND SHALL BE PLUMB, TRUE TO LINE WITH LEVEL COURSES ACCURATELY PLACED. WHERE NO PATTERN IS INDICATED, MASONRY SHALL BE LAID IN A RUNNING BOND. B- ALL CONCRETE BLOCKS SHALL HAVE A MINIMUM fm OF 2,000 PSI AND BE OF STANDARD WEIGHT CONFORMING TO ASTM C-90 TYPE N-1. CONCRETE MASONRY UNITS SHALL BE DRY WHEN LAID. C- MORTAR SHALL BE USED WITHIN 221 HOURS AFTER INITIAL MIXING. MORTAR THAT HAS STIFFENED DUE TO EVAPORATION WITHIN THIS PERIOD SHALL NOT BE RETEMPERED OR RESTORED TO WORKABILITY. MORTAR SHALL BE TYPE S (fm=3,000 PSI AT 28 DAYS) FOR ABOVE GRADE WORK, AND TYPE M (fm=4,000 PSI AT 28 DAYS) FOR BELOW GRADE AND RETAINIG WALLS. D- HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE OF HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, PILASTERS AND IN THE STARTING COURSES ON FOOTINGS, AND WHERE ADJACENT TO CELLS OR CAVITIES TO BE FILLED WITH COARSE GROUT. MORTAR JOINTS SHALL BE a THICK EXCEPT WHERE OTHERWISE INDICATED. EXTERIOR WALLS TO BE COVERED SHALL HAVE FLUSH JOINTS AND INTERIOR WALLS SHALL BE TOOLED WITH A ROUND JOINTER. E- HORIZONTAL JOINT REINFORCING (WIRE TYPE WITH 9 GAGE EQUAL TO DUR-O-WAL) SHALL BE AT 16" O.C. VERTICALLY AND SHALL EXTEND AT LEAST 6" INTO VERTICAL COLUMNS OR PILASTERS. HORIZONTAL REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS CONTROL JOINTS AND SHALL BE PLACED FULLY EMBEDDED IN FACE -SHELL MORTAR BEDS FOR THEIR ENTIRE LENGTH (MINIMUM MORTAR COVER OF a ). F- VERTICAL REINFORCEMENT (WHERE REQUIRED) SHALL BE PLACED IN THE CENTER OF MASONRY CORES UNLESS SHOWN OTHERWISE. THIS REINFORCEMENT SHALL BE LAPPED (WHERE REQUIRED) A MINIMUM OF 48 BAR DIAMETER OR 2'-l" WHICHEVER IS GREATER. MANSORY CORES SHALL BE FILLED WITH COARSE GROUT CONFORMING TO ASTM C476. 1- 3,000 PSI AT 28 DAYS. 2- 8" AGGREGATE. 3- 8" -11" SLUMP. G- BOND BEAMS SHALL CONSIST OF LOAD -BEARING UNITS FILLED WITH COARSE GROUT AND REINFORCED AS INDICATED UNLESS NOTED OTHERWISE IN CONTACT DRAWINGS. REINFORCEMENT SHALL BE CONTINUOUS EXCEPT THROUGH EXPANSION (CONTOL) JOINTS. WHERE BOND BEAM IS NOT BROKEN AT CONTROL JOINT, A DUMMY CONTROL JOINT SHALL BE FORMED IN THE BOND BEAM. H- UNFINISHED WORK SHALL BE STEPPED BACK FOR TOOLING WITH NEW WORK. TOOTHING MAY BE EMPLOYED ONLY WHEN SPECIFICALLY APPROVED. BEFORE LAYING NEW WORK, LOOSE MORTAR SHALL BE REMOVED AND THE EXPOSED JOINT THOROUGLY CLEANED. I- USE MASONRY SAWS TO CUT BLOCK AS REQUIRED. J- IF WALL REINFORCING IS NOT SHOWN PLANS, PLACE ONE #5 REBAR IN A CELL FILLED WITH COARSE GROUT AT A MAXIMUM SPACING OF 48". ALSO FILL THE FIRST CELL ADJACENT TO ANY OPENING AND LOCATED THREE FILLED CELLS AT ANY WALL CORNER OR INTERSECTION. K- PROVIDE CLEAN -OUTS FOR FILLED CELLS IN LIFTS EXCEEDING 4 FEET, BUT LIFT SHALL NOT EXCEED 12'-0". L- AT THE COMPLETION OF THE WORK ALL HOLES IN JOINTS OF MASONRY SURFACES TO BE EXPOSED OR PAINTED (EXCEPT WEEP HOLES) SHALL BE FILLED WITH MORTAR AND SUITABLY TOOLED. MASONRY WALLS SHALL BE DRY BRUSHED AT THE END OF EACH DAYS WORK AND ALSO AFTER FINAL POINTING AND SHALL BE LEFT CLEAN AND FREE MORTAR SPOTS AND DROPPINGS. ANY CRACKS IN MASONRY SHALL BE REPAIRED. DEFECTIVE JOINTS SHALL BE CUT OUT AND REPOINTED. M- SPACE MASONRY CONTROL JOINTS AT A MAXIMUM OF 25'0" O.C. (U.N.0). N- ALL MASONRY THAT IS RETAINING EARTH, AS IN A RETAINING WALL OR STEM WALL SHALL BE FILLED SOLID FOR PORTION IN CONTACT WITH EARTH. IT U 0 J CV N N wM (��N 0- Z L0 Z Q m mwco M OQM W-wWJ D ���'I� 0 0 o o V�� �JJ 1.Q° CnQ�. ZwU_ �� J QM ZL_ O�Q Qcco s'_ ~ CL co C) wLu N O � w V g r^., in cy c 3-.'4 to v/ A l p cq _U m chi c$ Z MILL � N m J .V J LL J Qa� (D M M o cco c V` (D0 C/WA/ 0 ' / W a N L~ o it Z Z z O w co 0 w o g r` o r H Z N c d C7 LL Q o tii a' w tit U a w Y LLI cr_ a p s a w x cn o 1= o 0 °d 0 U) Z O Z O a U w 0 w to U) -t cM N 0 MOP am 1903 FD Tx20' WALK-IN COOLER FD HD 3 b --PROPOSED NEW EQUIPMENT DRAIN LINE a* 0 CPVD PIPE) _ PROPOSED NEW SANITARY CONNECTION - PROPOSED NEW -- TO EXISTING SANITARY LINE \ ( GREASE TRAP \ SANITARY LINE WALK-IN COOLER WALK-IN COOLER — PROPOSED NEW VENT (CONNECT TO EXISTING VENT o; THRU ROOF) FD 8� - -- PROPOSED NEW EQUIPMENT DRAIN LINE (r 0 CPVD PIPE) SANITARY WASTE LAYOUT N.T.S. 9 -- PROPOSED NEW VENT (CONNECT TO EXISTING VENT THRU ROOF) M.As EXISTING VENT THRU ROOF �Lqj 40 i SANITARY WASTE RISER NOT TO SCALE WALL HUNG LAVATORY — `\ OR HAND SINK 1 FINISH WALL ` i WATER SAVER TRAP PRIMER SIMILAR TO JR _ r SMITH FIG.289811" TO 1p ~ CLEANOUT PLUG FLOOR DRAIN w/TRAP SEAL PRIMER~ 1 FINISH I FLOOR SLOPE TO DRAIN _ J' 0 TYPE "V HARD COPPER COUPLING CONNECTION TYPE "K" SOFT COPPER w/ NO JOINTS BELOW FLOOR WATER SAVER TRAP PRIMER N.T.S. THREE COMPARTMENT SINK WITH LEVER WASTES. 1 1/2' 0 _ 1" MI I FLOOR --- AIR ACE NOTE: j I COORDINATE INDIVIDUAL BAY DRAINAGE, HIGH CAPACITY 3" 0 CPVC SCH 40 AIR GAP, & DRAIN FUNNEL WITH LOCAL INDIRECT WASTE - CODE REQUIREMENTS. FUNNEL UTILITY 3 COMPARTMENT SINK DRAIN DETAIL I N.T.S. TRAP PRIMER CONNECTION 7 +. WATER SEAL FLOOR DRAIN W/ TRAP SEAL PRIMER (TYPICAL) N.T.S. COVER PLUG - \ — CONC. C.O. BOX -� j r-GRADE K/Q UNDERGROUND SEWER PIPE DIRECTION TO FLOW =:;Ln ONE WAY SURFACE CLEANOUT N.T.S. }' OR j" 0 DRAIN PIPE FROM EQUIPMENT V AIR GAP MIN. 3" 0 CPVC SCH 40 HUB DRAIN DETAIL N.T.S. SCORIATED COVER Y.V ✓ kRi M _ ROUND FRAME w/VANDAL- RESISTANT TOP COVER MOUNT FLUSH w/FINISH FLOOR THREAD PLUG -• FINISH FLOOR , - ADJUSTABLE HOUSING FLOOR CLEANOUT N.T.S. V C o N J o Lu CO �Z� ' N 00 N ZQ3 �wCcO Ww LuC'M NOQM Irdn..�Q p�?o Oo0 V, R � J J LL" ^ Q v,0J Zu�u- QN — M �- �� Z LA �C Q F- vi _ CL �� o w N 0co uj ' - z Z LLL O w ' V w co o E g �%�w �+ m d O � O c U / n' W ap O � ��Q Z m J LL N LL co Q U Lu �/ U w 0 0 0� cl� N w W LL Z Z z z Q 0 ] ��dd w O T a z 04 o d O LL. Q o Z Lii LLI Q L w w v 0 > 0 ui X C40 w U H vJ O Z 0 a U N w LV co Lo -e m N O O cu cu ^u j I..L W m cn C cu cu cu r M / pml RUNS ON CEILING Water Flltratlon r- System Z )} , 0 L------------------------�- i i I I I I I I I I I I I I I I I I I I I I I I I I I I 101P J I L -- L—- 552a4 O RUNS ON CEILING _ — - —� —--- — -- �J WATER SUPPLY LAYOUT N.T.S. WALK-IN COOLER PROPOSED NEW r 0 CPVC --- SCH 40 FOR HOT WATER RUNS ON CEILING FROM EXISTING WATER HEATER PROPOSED NEW r 0 CPVC -SCH 40 FOR COLD WATER - RUNS ON CEILING FROM EXISTING CONN. ------------- 4------------- Undercounter Ice Machine 487 / PROPOSED NEW 2" 0 CPVC SCH 40 FOR COLD WATER _ — RUNS ON SAME TRENCH — _ OF SANITARY LINE. AWAN AI FULL PORT SHUT-OFF --- - BALL VALVE ON ROUGH -IN 1@" WATER SUPPLY DOWN _— IN PARTITION WHERE SHOWN DOUBLE CHECK VALVE - ON PLAN ICE MACHINE — - ADAPTER AND V LONG SOFT COPPER TUBING TO ICE MACH. WATER INLET _ INDERECT DRAIN OPEN TO ATMOSPHERE AT UPPER END CONNECT TO ICE MACH. AND ICE BIN ' DRAIN OUTLETS AS REQUIRED ICE BIN INDERECT DRAIN SEE MANUF. REQUIRE FOR SIZE FINISH FLOOR PROVIDE HUB SINK WHERE ACCESSIBLE 3" 0 CPVC SCH 400�1111111114� FOR CLEANING. NOT UNDER ANY EQUIPMENT. NOTE: PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONDITIONS WITH MANUFACTURER. ICE MACHINE CONNECTIONS NOT TO SCALE qqo U o J N N Lo N WM 00N �ZLo ZQ� �W� *M OQM WwQ ° O°mo no F—J� �—�_ �Q Z QMa Z�= ~ �C w w N 0 0 w ... LL ' V z w LJi u7 w (3 z E _ 0 8 O c; dO oo c nV ♦ p `r g Z W go,J ._ J Comm M ILL.Go 00 ¢ Go 0 UW 0 0 " U) w N U. a U� x Q w w LL z z O O z � w 9 a§ 0 N a z N c a O LL w QCo O Lli LLI z zLLI o cz 0 X a U U CL Q w LLI 0 z 00 Z a U 07 w Nw L.L 0 4-1 0 Cu Cu J % CL CL .i..i E w ^= L Cu Pm2 I Y w Electrical o Panels n K1-5 07 K-18,204 ~ J o ? K-6 K-19,21,23 U ' 0 Z - 552-A € P: co 70.5 K-6 i K-17 I K-14,16 fl ____6 --Ji-1 :_ K-6 , 5 K-33,35 2 RUN (4-M THHN+1 #1 CU GR.) ELECTRIC SERVICE RISER K-26 Q9 � N.T.S. K-34,36', �y K-8,1 K-11 K-27,29 K•24 K-1,3 - - K-1 120F' --- __ _ K-37 K•9 a w K,31-----*120F` \ —� U o K-39 1 P E ,t H-3r ._J NOTeELECMRECMA=AT00"MSTATMAMWrATMMWIECOI*M ELECTRIC POWER LAYOUT NTS i WALK-IN COOLER Al Electrical Pan Is Dunkin' Donuts Menu Board -� CEILING LEGEND FEN-M-1 2x2 LAY -IN LIGHT FIXTURE W/ O SPEAKER Y A2PP OVERLAY (TYP.) (BY MUSIC VENDOR) 2x4 LAY -IN LIGHT FIXTURE W/ e K DOWN LIGHT A1PO OVERLAY (TYP.) x 2x4 LAY -IN LIGHT FIXTURE W/ EXIT SIGN F=--]Al ACRYLIC LENS (TYP.) i 0 B RECESSED CAN LIGHT RETURN 2x2 DIR./ INDIR. RECESSED CEILING EXHAUST REGISTER BL FLUORESCENT (TYP.) SUPPLY AIR DIFFUSER WSCX-1 EXTERIOR GOOSENECK LIGHT GYPSUM BD. CEILING ' Al �C HALOGEN TRACK +HD ® SURFACE MTD. WALL -WASH �G EXTERIOR WALL PACK LIGHT O C8,C12,C16,C24 LIGHT FIXTURE SIP, SP1 PENDANT LIGHT FIXTURE � � CEILING GRID 8 WP EXTERIOR DECORATIVE WALL PACK LIGHT FLUE OE OK 0 Al i i Al Hood Opening -- See Detail O E O K Bulk Headi i M-1 See Detaili i 2-S2 REFLECTIVE CEILING PLAN NTS 1201208V. 30 PANEL "K-1 SEC1" MAIN LUG NO. AMP POLE AWG. CIRCUIT DESCRIPTION AMPERES CIRCUIT DESCRIPTION AWG. POLE AMP NO. LOAD "A" "B" "C" LOAD 1 40 2 TWIN COFFEE BREWER TWIN COFFEE BREWER 2 40 2 3 TWIN COFFEE BREWER TWIN COFFEE BREWER 4 5 20 2 SINGLE COFFEE BREWER GENERAL RECEPTACLE 1 20 6 7 SINGLE COFFEE BREWER DUNKACCINO MACHINE 2 30 8 9 20 1 COFFEE GRINDER DUNKACCINO MACHINE 10 11 20 1 DAIRY DISPENSER POWER BASE 1 20 12 13 20 1 SUGAR DISPENSER & FLAVOR ESPRESSO MACHINE 2 30 14 15 20 1 SUGAR DISPENSER & FLAVOR ESPRESSO MACHINE 16 17 20 1 UNDERCOUNTER ICE MACHINE CONVECTION OVEN 3 30 18 19 30 3 CONVECTION OVEN CONVECTION OVEN 20 21 CONVECTION OVEN CONVECTION OVEN 22 23 CONVECTION OVEN UNDERCOUNTER REFRIGERATOR 1 20 24 25 20 1 COFFEE GRINDER UNDERCOUNTER REFRIGERATOR 1 20 26 27 20 2 ICE COFFEE BREWER LIGHTING 1 20 28 29 ICE COFFEE BREWER LIGHTING 1 20 30 31 20 1 UNDERCOUNTER REFRIGERATOR GENERAL RECEPTACLE 1 20 32 33 20 2 DUNKACCINO MACHINE BAGEL TOASTER 2 20 34 35 DUNKACCINO MACHINE BAGEL TOASTER 36 37 20 1 GENERAL RECEPTACLE WALK-IN FREEZER 1 3 50 38 39 20 1 FLAVOR DISPENSER WALK-IN FREEZER 40 41 20 1 COFFEE GRINDER WALK-IN FREEZER 42 CALCULATED LOADS ARE COMPUTED IN ACCORDANCE WITH 2O02 N.E.C. CHAPTER 2. MANUFACTOR: LOAD CENTER: INTERIOR: - COVER: MAIN' GROUND BAR: GROUND KIT: VOLT-AMPERES VOLT-AMPERES BRANCH BREAKERS: CLASS 1130 TYPE CONNECTED LOAD DEMAND LOAD "QO" PLUG ON CIRCUIT BREAKERS LIGHTING x 125% = 22,000 AIC MAXIMUM UL LISTED RECEPIOTHERS x 100% = AMPERES INTERUPTING CAPACITY, KITCHEN EQUIP x 65% _ HVAC EQUIP x 100% _ LARGEST MOTOR x 100% _ GM DENOTES GROUND FAULT CIRCUIT INTERUPTER CONTINUOUS x 125% _ ® DENOTES ISOLATED GROUND CIRCUIT INTERMITTENT - x 85% _ ® DENOTES SWITCHED NEUTRAL BREAKER ® DENOTES H.I.D. BREAKER CONN. LOAD = CONN. LOAD = DEMAND LOAD VANOLTAGE = AMPS PER PHASE WATTS/208/1.73 = AMPS - ALL 120V. KITCHEN - EXISTING SERVICE RECEPTACLES TO BE GROUND FAULT CIRCUIT INTERRUPTED PROTECTED. 800 APMS NOTE: ELECTRICAL DESIGN BY OTHERS; CHANGES OR CORRECTIONS TO THIS DESIGN SHOULD BE ADDRESSED BY ROLAND ELECTRIC (813) 967-5204 120/208V. 30 PANEL "K-1 SEC? MAIN LUG KT AMP POLE AWG. CIRCUIT DESCRIPTION AMPERES CIRCUIT DESCRIPTION AWG. POLE AMP NO. LOAD "A" "B" "C" LOAD 43 35 3 5 TON AIC SPARE - - _ 44 45 5 TON A/C SPARE - - - 46 47 5 TON A/C SPARE - - - 48 49 35 3 5 TON AIC EF-1 1 15 50 51 - - - 5 TON AIC EF-1 1 15 52 53 - - - 5 TON A/C MENU BOARD 1 15 54 55 - - - SPARE SPARE 56 57 - - - SPARE SPARE 58 59 - - - SPARE SPARE 60 61 - - - SPARE SPARE 62 63 - - - SPARE SPARE 64 65 - - - SPARE SPARE 66 67 - - - SPARE SPARE 68 69 - - - SPARE SPARE 70 71 - - - SPARE SPARE 72 73 - - - SPARE SPARE 74 75 - - - SPARE SPARE 76 77 - - - SPARE SPARE 78 79 - - - SPARE SPARE 80 81 - - - SPARE SPARE 82 83 - - - SPARE SPARE 84 CALCULATED LOADS ARE COMPUTED IN ACCORDANCE WITH 2O02 N.E.C. CHAPTER 2. MANUFACTOR: LOAD CENTER: INTERIOR: - COVER: MAIN: GROUND BAR: GROUND KIT: 654 661 642 VOLT-AMPERES VOLT-AMPERES CONNECTED LOAD DEMAND LOAD LIGHTING x 125% = RECEP/OTHERS x 100% = KITCHEN EQUIP x 65% = HVAC EQUIP x 100% _ LARGEST MOTOR x 100% = GM CONTINUOUS x 1% = ® 25 INTERMITTENT - x 25 _ CM) ® CONN. LOAD = CONN. LOAD = DEMAND LOAD VA/VOLTAGE = AMPS PER PHASE WATTS/208/1.73 = AMPS BRANCH BREAKERS: CLASS 1130 TYPE "QO" PLUG ON CIRCUIT BREAKERS 22,000 AIC MAXIMUM UL LISTED AMPERES INTERUPTING CAPACITY. DENOTES GROUND FAULT CIRCUIT INTERUPTER DENOTES ISOLATED GROUND CIRCUIT DENOTES SWITCHED NEUTRAL BREAKER DENOTES H.I.D. BREAKER - ALL 120V. KITCHEN RECEPTACLES TO BE GROUND FAULT CIRCUIT - EXISTING SERVICE 800 APMS INTERRUPTED PROTECTED. NOTE: ELECTRICAL DESIGN BY OTHERS; CHANGES OR CORRECTIONS TO THIS DESIGN SHOULD BE ADDRESSED BY ROLAND ELECTRIC (813) 967-5204 U o J N N N wM p0N �Z LO ZQ 1wco WWM OQM _jo o om0 J C00 ~�� C Zo �� QNQ ~C-4_ ZLf, 0 Q Q CC) �C W w N 0 0 a LLJ _u OJ LL w U w z C g E 0 O 8 Z ` C (1 0� q� `p c� � Z . = � CL ca O_ M M co�Go 00 U W (n o 0 W LL w a N O v� W z z W z o � z w O `- O po S a LL 0 0 w Z Q � w w o W azp LL. aQQ U ap, Q Q 0 o Z 0 a U w 0 LU Co L d' M N J �w cuU �— F� �U U W w LL w w M -41 Eml CONDENSATE DRAIN WITH 4" DEEP P-TRAP INSI HVAC CONTRACTOR. CONTRACTOR SHALL DM TO ACCEPTABLE LOCATION FLOOR PLAN - HVAC SCALE 1 /4" - 1' - 0" WHEN PLOTTED AT 36" X 24" .ME DATE DESCRIPTION 07-30-081 FOR CONSTRUCTION STAINLESS STEEL SH FURNISHED BY HVAC CONTRACTOR L- - -i, - -_ L - L _- . __ -L --- - --J ROOF PLAN - HVAC SCALE 1/4" = 1' - 0" WHEN PLOTTED AT 36" X 24" FTTnnn iA.TFnRAfATTnN HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISERS TOTAL SUP. CFM RISERS i END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIX CFM S.P. 1 - _ 4' 0.00" 700 Deg. 400 10" 400 -0.040" 0 4 00 SS ALONE N/A 2 _ 700 Deg 470 10" 470 -0.055" 0 430 SS 100% ALONE N/A rrnnn r�ri+nna��mrn�r y 1 v v j y FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM WEIGHT NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE GUARD LOCATION TYPE SIZE MODEL # QUANTITY LOCATION PIPING 1 0 NO 216 LBS. 2 0 NO 178 LBS. EF-2 10"0 SHEETMETAL EXHAUST RISER. TRANSITION AND OFFSET AS NEEDED -REFER TO SHEET M-1. INSTALL WITH CRIMPS "AGAINST AIR FLOW" TO PREVENT POOLING OF CONDENSATE IN DUCT. 4" OOD1 FRONT SECTION VIEW NOT TO SCALE TOASTER/TURBO OVEN CEILING 10" (APPROXIMATE) / 2'-0" STAINLESS STEEL SH FURNISHED BY HVAC CONTRACTOR C� 10"0 SHEETMETAL EXHAUST RISER. TRANSITION AND OFFSET AS NEEDED -REFER TO SHEET M-1. INSTALL WITH CRIMPS "AGAINST AIR FLOW" TO PREVENT POOLING OF CONDENSATE IN DUCT. 0" (APPROXIMATE) 4" 2'-0" 5 W__...0 16"1 16" _ SIDE SECTION VIEW NOT TO SCALE JUST BAKED OVEN N 4&C 4wA C O N S U LT A N T S/ G R O U P 4585140TH AVE. NORTH, SUITE #1009 CLEARWATER, FLORIDA PHONE: (877) 530-0078 CALL NCA MARKETING FOR PRICING NCA JOB# 08542 CONTRACTORS NOTES HVAC CONTRACTOR 1. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL THE HOODS, ROOF -TOP UNITS, EXHAUST FANS, DUCTWORK, INSULATION WRAP, DIFFUSERS, SMOKE DETECTORS, AND TEMPERATURE CONTROLS. 2. THE HVAC CONTRACTOR SHALL VERIFY LOCATIONS FOR EF-1, EF-2, AND THE HOODS ON SITE FROM MOST -RECENT KITCHEN EQUIPMENT PLANS. ALL FANS ARE TO BE UL LISTED. 3. ALL HVAC EQUIPMENT CURBS SHALL BE SUPPLIED BY THE HVAC CONTRACTOR. 4. ALL RTU CURBS SHALL BE FABRICATED FROM 18 GA. GALVANIZED METAL WITH WELDED CORNERS, WATER TIGHT AND INTERNALLY INSULATED. FACTORY CURB CONVERSION SHALL NOT BE ACCEPTED. 5. SHIMS SHALL BE PROVIDED BY HVAC CONTRACTOR BETWEEN THE ROOF DECK AND THE CURB TO COMPENSATE FOR ROOF PITCH. 6. ALL FLEX DUCT SHALL BE U.L. LISTED, R-6, FOIL -BACKED, CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM LENGTH IS TO BE 12' - 0" PER DROP OR PER LOCAL CODE. 7. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES SHALL BE INSULATED WITH R-6, 2" X .75 DENSITY FOIL -BACKED INSULATION, WITH FIRE AND SMOKE RATING [25]-[50]. 8. ALL DUCTWORK TO BE INDEPENDENTLY HUNG FROM STRUCTURAL MEMBERS. 9. ALL DUCTWORK SHALL BE FABRICATED, INSTALLED, SEALED, AND INSULATED PER SMACNA LOW -VELOCITY DUCT MANUAL (LATEST ISSUE). 10. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL HAVE A MANUAL VOLUME CONTROL DAMPER. 11. THE HVAC CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS ON SITE WITH THE MOST RECENT REFLECTED CEILING PLAN. 12. THE HVAC CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE COVERING A ONE-YEAR PERIOD FOR ALL EQUIPMENT AND AN ADDITIONAL FOUR-YEAR PERIOD FOR THE COMPRESSORS IN THE RTUS. ALL FANS TO BE U.L LISTED. 13. THE HVAC CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT. PROVIDE A WRITTEN REPORT TO NCA CONSULTANTS. ALL CAPACITIES MUST BE SET TO WITHIN ±10% OF AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. SOME LOCATIONS WILL REQUIRE BY CODE A CERTIFIED TEST AND BALANCE REPORT. 14. THE HVAC CONTRACTOR IS TO MAKE ALL LOW -VOLTAGE WIRING FINAL CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING TEMPERATURE CONTROLS, RTUS, SMOKE DETECTORS, AND CONTACTOR PANEL GENERAL CONTRACTOR 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE, OFFLOAD, AND STORE ALL HVAC MATERIALS TO INCLUDE EXHAUST HOOD(S) WHICH ARRIVE AT THE JOB SITE. ALL MATERIAL MUST BE STORED INSIDE THE BUILDING. HOOD(S) MUST BE STORED IN THE KITCHEN. 2. IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE USED WHEN LOCATING EXHAUST FAN ROOF OPENING. COORDINATE ROOF OPENINGS WITH THE KITCHEN EQUIPMENT PLAN AND EXHAUST HOOD PLANS. OBTAIN THE CORRECT PLANS FROM THE KITCHEN EQUIPMENT SUPPLIER. 3. RTU ROOF OPENING SIZES AND ROOF CURBS ARE BASED ON CARRIER EQUIPMENT. IF OTHER EQUIPMENT IS USED, VERIFY ROOF OPENING REQUIREMENTS. 4. ALL ROOF, CEILING, WALL, AND STRUCTURAL FRAMING/PENETRATIONS REQUIRED FOR UNIT, FAN, DUCT, DIFFUSER, AND ALL OTHER HVAC WORK SHALL BE BY THE G.C. 5. THE G.C. IS TO ENSURE THAT THE GRID CEILING LINES UP UNDER THE TRUSSES. ELECTRICAL CONTRACTOR 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PITCH POCKETS/PANS FOR POWER AND CONTROL WIRING, AND TO MAINTAIN 12" MINIMUM CLEARANCE FROM BACK PANEL OF RTUS. 2. THE ELECTRICAL CONTRACTOR SHALL INSTALL LOW -VOLTAGE CONTROL WIRING FOR ALL AIR CONDITIONING CONTROLS. 3. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECTS FOR RTUS. 4. THE ELECTRICAL CONTRACTOR SHALL USE A MINIMUM OF 4'-6" SEALTITE FLEXIBLE CONDUIT WHEN WIRING KITCHEN HOOD EXHAUST FANS ON ROOF SO THAT FANS MAY BE REMOVED FROM CURBS AND PLACED ON ROOF FOR CLEANING EXHAUST DUCTWORK. 5. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR SHALL PROVIDE COMPONENTS- AUDIBLE AND VISUAL ANNUNCIATORS AND SINGLE -GANG RECEPTACLE TEST STATIONS WITH GREEN AND RED LIGHT INDICATORS. EACH KITCHEN UNIT WILL BE EQUIPPED AND THE FIRE AND MECHANICAL INSPECTORS WILL DETERMINE SUITABLE LOCATION FOR TEST STATIONS. ANNUNCIATORS AND TEST STATION WILL BE LOOPED IN THE CIRCUITRY OF THE SMOKE DETECTION DEVICES. WIRING WILL BE SUPPLIED AND COMPLETED BY ELECTRICAL CONTRACTOR. PLUMBING CONTRACTOR 1. THE PLUMBING CONTRACTOR IS TO PROVIDE AND INSTALL CONDENSATE DRAINS/GAS PIPING FOR ALL A/C UNITS. 2. THE PLUMBING CONTRACTOR IS TO COORDINATE PLUMBING VENT STACKS WITH OUTSIDE AIR INTAKES OF A/C UNITS. 10'-0" MINIMUM CLEARANCE REQUIRED OR PER LOCAL CODE. 3. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL FLUE GAS EXHAUST VENT FOR WATER HEATER. 10'-0" MINIMUM CLEARANCE TO AIR INTAKES REQUIRED, OR PER LOCAL CODE. © Copyright 2007- The NCA Group. Drawinqs, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of The NCA Group is a violation of the Federal Copyright Laws. 19T U 0 o J o N N J �� "' ZW 3 �w(0 WwM OQM �?o OC�o Omo V�� �-JLL ZoILL Q �NJ Q M a. Z L0 co ~ co 0 W o N Q H = w a00 \� U_ 0 ii V Z E V / m C3 0 n' Z�A z LL J co r (0 Cl) U (/ "U) W 0 0 N LL O a ct w W u- Z Z z O W coi o W g z N c a. O LL a co Z CID w d w U" w 11I F- z w U w o LLI > jx a N 0 U CL 0 U) O Z a U w w W CO tt) M N O MMI A DATE DESCRIPTION 07-30-08 FOR CONSTRUCTION CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH BUILT IN Z NS � ACCORDANCE WITH NFPA No. 96 0*8TEID N FPA #96 NSF U L 710 & U LC710 STANDARDS E.T.L. LISTED 3054804-001 SPECIFICATIONS: VHB MODEL THE MODEL VHB IS A SINGLE WALL TYPE HOOD WITH NO BUILT-IN MAKE-UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S/STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. THE HOOD SHALL BE FITTED WITH A 1" THICK REMOVABLE MESH FILTER AT EACH DUCT LOCATION. FILTERS SHALL BE EASILY REMOVABLE FOR CLEANING PURPOSES. NOMINAL HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. EXHAUST CFM=LENGTH OF HOOD X CFM/UN.FT. (LOAD) SUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA=144 X CFM FMP(*) TOTAL DUCT AREA DUCT LENGTH= DUCT DEPTH * CAPTIVE-AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING EXHAUST VELOCITY OF 1600-1800 FPM AND A SUPPLY VELOCITY OF 1000 FMP. PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES CALCULATIONS UTILIZED 1. ALL ELECTRICAL "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. ALL ASSOCIATED HANGER MATERIALS BY INSTALLING CONTRACTORS. 4. 8" LONG FACTORY LOCATED AND WELDED HANGER BRACKETS AS SHOWN ON PLANS. 5. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. 6. ANY LIGHTS SHOWN INSTALLED BY CAPTIVE-AIRE, ARE FACTORY PREWIRED PER THE PLANS. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTOR. 7. ANY LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 8. SEISMIC RESTRAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 9. INSTALLING CONTRACTORS ASSUME ALL RELATED RESPONSIBIUTY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. 10. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. 11. NOMINAL HOOD DIMENSIONS AS SHOWN ON DRAWINGS. GENERAL NOTES I 3/8"-1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1-1/2" 5" 3/8"-1/2" DIA. HEAVY DUTY ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY HANGING ANGLE DETAIL STAINLESS STEEL SH FURNISHED BY HVAC CONTRACTOR 10"0 SHEEIMETAL EXHAUST RISER. TRANSITION AND OFFSET AS NEEDED -REFER TO SHEET M-1. INSTALL WITH CRIMPS "AGAINST FE AIR FLOW" TO PREVENT POOLING OF CONDENSATE IN DUCT. OOD1 r6" FRONT SECTION VIEW NOT TO SCALE TOASTER/TURBO OVEN HOOD INFORMATION CEILING 10" (APPROXIMATE) 2'-0" 6'-8" STAINLESS STEEL SH FURNISHED BY WAC CONTRACTOR 4" SIDE SECTION VIEW NOT TO SCALE JUST BAKED OVEN 10"0 SHEETMETAL EXHAUST RISER. TRANSITION AND OFFSET AS NEEDED -REFER TO SHEET M-1. INSTALL WITH CRIMPS "AGAINST AIR FLOW" TO PREVENT POOLING OF CONDENSATE IN DUCT. HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISERS TOTAL SUP. CFM RISERS END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 - - 4' 0.00" 700 Deg. 400 10" 400 -0.04(r 0 43O SS 100% ALONE N/A 2 - _ 4' 8.00" 700 Deg. 470 10" 470 -0.055" 0 430 SS 100"/0 ALONE N/A F-rnnn T]VFnRMATTnAT 10- (APPROXIMATE) 2'-0" FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD HOOD NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING WEIGH TYPE SIZE MODEL # QUANTITY LOCATION i 0 NO 216 LBS. 2 0 NO 178 LBS. DRFA-H 1a129/02 CURB UGE TRUCTION .. r,.. 3E /RO ROOF OPENING / DIMENSIONS RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE: 7/12 PITCH = 30" SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DR12HFA 171/2 12 fl N •C •A C O N S U L T A N T S/ G R O U P 4585140TH AVE. NORTH, SUITE #1009 CLEARWATER, FLORIDA PHONE: (877) 530-0078 CALL NCA MARKETING FOR PRICING NCA JOB# 08-542 SMOKE DETECTOR N.C. CONTACTS 6 & 7 RTU AIR/COND. 24V CONTROL. - R ----- -------------------- EVAP FAN — -------------------------- COOLING 1 Y1 ------------- - II COOLING 2 -------------- li -_ HEATING '1- I�r III III III M AIING II II 24 VOIT COMMON El II I I I I �nnpn---------------------1 1 9 '10 LUW VOLTAGE _.UNTROL CABLE �1�IIII I11I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i i l l S TAT 11 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I RTU T— SPARE------------- 1 I I I I I I I I I I I I I I I I I I I I COMMON I I C:------------ I I I I I I I I I I I I I I I I I III I I I I I I I I I I HEATING 2 - I I I II I W2 ---- �11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I HEATING 1 — I I W1-------- I I I I I I I JI - ----- -___________= IN(,'2--_ =--- El I ------------ --__UOI COOLING 1 i Y I 24, CONTROL- ------- ---- EVAP FAN El NOTE: WIRE BLOWER FAN TO RUN CONTINUOUSLY LOW VOLTAGE CONTROL WIRING DRHFA SERIES RADIAL EXHAUST FANS I- RO -I C DRHFA DIRECT DRIVE CENTRIFUGAL RADIAL EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C R RO WEIGHT LB DR12HFA 16 1/4 23 3/4 2 19 10 5/8 13 35 =ATI IC]c[%. - ROOF MOUNTED FANS - UL705 - SAFETY DISCONNECT - STANDARD BIRD SCREEN -SPEED CONTROL BACKDRAFT DAMPER HINGED FAN PITCHED CURB INSULATED CURB BACKDRAFT DAMPER INSTALLATION AIR FLOW I- RO (ROOF OPENING) "^"^"'AFT DAMPER N Copyright 2007- The NCA Group. Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of The NCA Group is a violation of the Federal Copyright Laws. "t V o 0 J N 0 JWCo OQN Q-ZL ZQ �Wc0o >M OQ M W WW_j < 00 �0�°co()no I—_j~ UJ_ �U) Z_j <C NQQZ� MaLO Q�Q < _ F- N 0 W o N 0 Q H _ \1 �c w CL °chi --� II o -_ - J ZO LL U � Z g E W O C �► Q W °D O c) N C Z U M ::j J LL CV . � <QI�.. i `° J c `0 per' co� a00 vD avo U ( nD 0 0 W0- N U. p� WvU_ Z W Z z O Z � W - � o zo a U_ W CDo Z iui W W � Lil ! U X in V CL Q 0 O H Z 0 U cn In W > W M=2 UItt J N N N wM p0N a.ZLO ZQ� �w o ]M Ww OQM ��o �oC�o Omo VCO � �J-J LL ��- �av� Z (!) -� Cl C*4 J_ Q M n. Z LO w w N 0 0 a w t LLi co z i 0 C5 g 8 �a w m O n' 0 c (0 Z W Co J04 a CO ■ J M � tM LL " ( H co co x 1 W U) w o 0 w w a N 0 WULL w z O 0 z < m w 93 O p LLI � G F- z cV p aLL O a' Q O Z m LLI g a LJJ W LU Q 0 LU W W > d N U a a Q 0 A zZ Oo U W > W CC --t M N 0 Z ' ^ CL W 0 KI Ma.) .L.Ylw—I ,�JFMWIIp�L,Oe+ yRM DRIVE-THRU AREA p1aR0 LOOP VEHICLE 0 DETECTOR - SEE SHT. E-2 FOR COMPLETE NFD V TO 3 NOTE SEE BRANDS IL891C Nw.a6uaerm -Wwwl MR // Fr COMPLETE NSIALEAIU RiORMA11011 AND DETAILS/ NoIE' PROwDE PAC CONDIAT FOR ALL NEW LOCAMM SAW -CUT AT F10STNG LOCATION WNERE NECESSARY ClETE PAD AREA OF-/ J-BOX 0 CLG.; CONDUIT DOWN TO 8" A.F.F. (HEIGHT OF FIRST SHELF SECTION) %4" CONDUIT ABOVE CLG.--\ CONNECTS 2 POS UNITS AT E DRIVE-THRU AREA I I I WALL MTD. 6'-6" A.F.F. (61" TO BTM. OF VDU) I I I I I E euitLiBs• O�y 1 0 DT TIMER @ WINDOW I __ �.' . (TO BE WMM FAIRI 67H t M CAR) It X Sr' ORO11D LOOK VOW DETECTOR - SEE 91T. E-2 FOR CMVLE7E t 10 Y IOWR k INTO-\ROARD pXiXNA710N 11411L, &C. 10 C ODMAtE W/ 74•_e- S FRANOM EXACT SZE OF PAD FOR SPCAIOOR taNTa t OmG CORWMATO BDARD - SEE WINDS FOR MOMnD .R-d IHEER LOCH &AW-OLrr AT COMM �1�M0 ----- LOCATNN 1MDE MDLESMFR'F PLACED DATA 451A MORI sxaRR SE I i ` //r DOTE. AT A +e'ANOE A OWOOIWIO Rt'-ll Y 1 M010 THE mem own wFElItE, asuamn/..M.rL TOR 00/IFTE VISTA 1 110N AWD 1L. O DT MENU LAYOUT MIN. 4' DIA CON FILLED STEEL PIPE• WITH BC-1 ORANGE SCLLARD 10 M LINE OF PAVING - SEE SPEC6ICAPONS PAVEMENT THICKNESS NOTE: REFER TO LOCAL CODE FOR REQUIRED DEFT OF FOOTING POURED CONCRETE FOOTING 0 I DONUT THRU -- z - O a c&o LU INSTALL D/T TIMERS AT 7'-0" A.F.F �LL O TO THE BOTTOM. U 6'-6" A.F.F. I&W TWORK WIRING 48" A.F.F. RECEPTACLE 0 CLNG. FOR D/T IMERS -----11 ® � I I ,� o `` I I } \` ` .� V)U � O I 0z J O H u_ I= a o C C 2 � IlatO p 'ate N O oD� x l I I I juls I 7_77� µLSS I Pu6H i m j SN3AO I ® I F� 03>I3V1S 1 1 N g -o-- - _ EXISTING 10- CMU WALL (To ain in 0 O + ' 71JV0 71JV0 ', A d Id Jl d Ia ffle -- -------- - ICED _ z D / m a �� 2 12 1 ,I n� DEDICATED FOR — COMPUTER � D D F— r � zx zx J O I- m m m x 42" A.F.F. �_J-BOX 0 CLG.; CONDUIT DOWN TO 8" A.F.F. (HEIGHT OF FIRST SHELF SECTION) SCALE: its =1'-opt CASH DOUR. 1 ELECTRIC AND POS COMMUNICATIONS PLAN 1/4"=1'-O" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" POSQ�S COMMUNICATIONS POS EQUIPMENT SCHEDULE DRIVE-THRU TIMER POS GENERAL QTCOMMUNICATIONS KEY NOTE LDVD EXCEPTIONS/ 20LEGEND LETWnS0LAT ROUTER 1. REFER TO www.odrue.com/extronet FOR A LISTING OF APPROVED POS DESCRIPTION LOCATION VOLTS AMPS TRANSFORMER TERM NOTES GROUND `— VENDORS BY CONCEPT. 2. FINAL E2 DRAWINGS NEED TO BE PROVIDED TO POS VENDOR THAT IS POS QUIPMENT 1 2 POINT OF SALES TERMINAL POS 2 DID FRONT COUNTER 1 OT 1 DT 100-120V 2.0 NO RJ45 DT INTERCOM SYSTEM I.G. 120 V DUPLEX OUTLET SW SWITCH SELECTED. W/ISOLATED GROUND CC 3. POS VENDORS REQUIRE DEDICATED ISOLATED GROUNDED (DIG) OUTLETS ON A 2 2 RECEIPT PRINTER (2) DD FRONT COUNTER, (1) DT 100-240 2.0 YES RJ45 I TELEPHONE OUTLET, RJ45, BOX SEARGENT CREDIT 20 AMP CIRCUIT DEDICATED ONLY TO POS EQUIPMENT. 60Hz, 120+/-10X ALL POS TERMINALS AND VIDEO DISPLAY DEVICES REQUIRE A DUPLEX 3 4 PREP PRINTER (1) ESPRESSO STATION, (1) DUNKM 24/34V 1.2 YES RJ45 DTC --- DTT - DT X MODEM OUTLET. THE BACK OFFICE CONTROLLER REQUIRES A WAD OUTLET. THE 4 1 VDU SANDWICH STATION 1 DT -EXPO 1 DUNKIN 100-240V 1.5 NO N/A - !� li DATA OUTLET, RJ45 NETWORK SWWTCH REWIRES A DUPLEX. IF FEDERAL, STATE, AND LOCAL WIRING CODES DO NOT MEET THIS REQUIREMENT, CONTACT THE POS VENDOR SANDWICH STATION XS5• (1) DT EXPO, (1) `I I ppg POINT OF SALES TERMINAL(REOUIRED IP IP CONVERTER FOR INFORMATION ON ADDITIONAL EQUIPMENT THAT CAN BE PURCHASED TO MEET THIS REQUIREMENT. IF THIS REQUIREMENT IS NOT MET, THE POS 5 1 VDU CONTROLLER (PC BASED) iI1T COFFEE 100-120V 1.0 YES RJ45 I !!!! II UPS UPS POS NETWORK HUB SWITCH I POS COUNTER FRONT CHASE 100-120V 0.5 1 YES RJ45 F POINT OF SALES SYSTEM WARRANTY IS INVALID. 7 1 PC SITE CONTROLLER DESK 100-120V 4.0 NO RJ45SITE TERMINAL(FUTURE/t�TIONAL) SC El TROL SELFCMOUNTING) - 4. ALL POWER INDICATED ON THIS PLAN MUST HAVE A THIRD WIRE, ISOLATED GROUND, AND BE TERMINATED WITHIN (4) FEET OF THE DEVICE 8 1 PRINTER FAX COPIER B.O.H. 9 1 MODEM EXTERNAL DESK DESK 100-120V 8.2 120V 2 NO YES N A PC BASED POS SYSTEM N A PC BASED POS SYSTEM VIDEO DISPLAY UNIT RADIANT ONLY 12 2 CASH DRAWER UNDER CTR-ALL POS EXCL D.T. N/A N/A N/A RJ45 DT ORDER TAKER ODES NOT OET ON TOP (IF MIN TICCASH DRAWI]2 OT CA9M DRAWEER - - (REWIRED) OT X DRIVE THROUGH X 5. IG-5362 RECEPTACLES MUST BE USED FOR ALL POS DEVICES. LABEL *POS OTHER COMMUNICATIONS DEVICES -� — - F vpu VIDEO DISPLAY UNIT (FUTURE/OPT10 TIMER (OPTIONAL) RECEPTACLES ONLY. Or 15 1 DRIVE THROUGH D7 TIMER CONSOLE oFFIc� 120V ? NO RS232 MUST BE WITHIN SOFT OF DISPLAY RP. RECEIPT PRINTER 6. LOW VOLTAGE WIRE IS REQUIRED TO BE CATEGORY /5 CABLE RUN IN RIGID CONDUIT WITH PULLSTRING FOR POS EQUIPMENT ONLY, AND MUST BE 16 1 DT REMOTE DISPLAY NE1A DT. VISBLE TO ENTIRE Srnw¢ AREA TO REMOTE DISPLAY I LOW VOL N/A I NO I RS233 ILOVID THROUGH CONSOLE DTC DRIVE THROUGH TERMINATED WITH RJ-45 JACKS. 17 1 1 DT PERCENTAGE DISPLAY PJACENT I LOW VOL N/A I NO I RS234 IBELOW REMOTE DISPLAY CONSOLE (REQUIRED) ® PREP PRINTER 7. A 12• MINIMUM SEPARATION MUST BE MAINTAINED BETWEEN LOW VOLTAGE WIRES AND POWER WIRING (TO AVOID ELECTRICAL INTERFERENCE). PHONE & DATA LINES DTT DRIVE THROUGH TIMER (REQUIRED) O'H' P BACK -OF -HOUSE DATA/MODEM FOR CREDIT CARD PC BASED POS SYSTEM CREDIT PC EQUIPMENT NOTES 19 1 PROCESSING OFFICE LOW VOL N/A N/A RJ45 1. VDU HEIGHT TO BE COORDINATED WITH EQUIPMENT AND SIGNAGE (SEE 20 1 FAX LINE OFFICE LOW VOL N/A N/A RJ45 ELEVATIONS). 21 1 PHONE LINE OFFICE LOW VOL N/A N/A RJ45 2. ONLY REQUIRED EQUIPMENT IS VISUALLY REPRESENTED AND TAGGED IS SHOWN ON THIS FLOOR PLAN. OPTIONAL EQUIPMENT IS TAGGED BUT NOT SHOWN GRAPHICALLY. HIGH SPEED SYSTEM NOTES: BEFORE A PHONE LINE CAN BE INSTALLED AT THE SITE, THE FOLLOWING ITEMS MUST BE IN PLACE PRIOR TO THE INSTALLATION. THESE ELEMENTS NEED TO BE IN PLACE 5-7 WEEKS BEFORE THE STORE OPENING TO ENSURE HIGH SPEED CONNECTIVITY. 1. SINGLE, 4' DEDICATED CONDUIT FROM BUILDING TO POLE, W/ PULL STRING. 2. 4' X 4', Nk• PLYWOOD BACKBOARD MOUNTED ABOVE SPACE WHERE SERVICE COMES IN. 3. FRAMED OFFICE IN A BUILDING THAT HAS A ROOF, CEMENT FLOORS AND EXTERIOR WALLS 4. GROUNDED ELECTRICAL — THE FOLLOWING IS A LIST OF ACCEPTABLE GROUNDS IN ORDER OF PREFERENCE: A. BUILDING SERVICE GROUND (MAIN GROUND ELECTRODE SYSTEM) B. MAIN ELECTRIC BOX C. BUILDING STEEL D. WATER PIPE (AN ACCEPTABLE WATER PIPE IS A METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH THE EARTH FOR 10 FEET OR MORE AND ELECTRICALLY CONTINUOUS TO THE POINT WHERE THE PROTECTOR GROUND IS INSTALLED) POS SYSTEM NOTE: ALL CEILING MOUNTED VDU'S TO BE SUSPENDED FROM UNISTRUT BY THREADED ROD W/ WHITE PVC SLEEVE. CONNECT UNISTRUT TO ROOF STRUCTURE. VDU BY POS VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT TO SUPPORT MINIMUM 50 LB. WEIGHT NOTE: VDU MOUNTING HEIGHTS (TO BOTTOM OF MONITOR) ARE AS FOLLOWS: SANDWICH STATION - 68" A.F.F. DRIVE THRU - 61" A.F.F. (3) 1" CONDUITS FOR S POST - CONNECTS TO INTERCOM SYSTEM LOCA OFFICE BACK WALL 2 POS ORDER n„ _ POS /� TAKER DRIVE-THRU POS COUNTER GROUND LOOP CONNECTS TO VEHICLE DETECTOR, INTERCOM SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE PEAKEREl\) TED IN - ,r, SP PO MENU BOARD 0 NOTE: SEE SITE PLAN FOR LOCATION MENU BOARD AND SPEAKER BOX. SEE DETAILS THIS PAGE FOR SPECIFIC CONSTRUCTION DIMENSIONS. GROUND LOOP AT MENU BOARD EAKER ST A - BACK ELEVATION B - FRONT ELEVATION �LZFRONT LINE POS COUNTER � DUNKIN' AREA !mIIINaLTLLA% I- CONDUT (LOW 1,FOR PU BOARD — Or MIN �� POST � 4e' 2 3 FUTURE ORDER CONFIRMATION WRFACE OF �TElRCIE PAINT DARK BROWN (SEE EQUIPMENT GRAPHICS PACKAGE LANE OF A" FOR FURTHER INFO) 7.,AMEXTERIOR NOR CONCRIET ( PAD /(�� 11 *STOP" DECAL H.PAANYL IT _ 1 - ni-in-in PREFER�O) i I —3/4" CONDUIT LOOP i UNDER PAVEMENT COORPA.MNT: 1. COLOR TO BE DETERMINED 2+' 2. HP VINYL- COLOR TO BE DETERMINED 3. COLOR TO BE DETERMINED T' CONDUIT 3) I' MCI CONDUITS FOR / p AyP WOOS k DEDICATED DiCitOC CRCATS (3) DT MENU SECTION qt U o J N N N WM 60c� �ZL0 ZQ� �WCO >M ww OQM Omo J �o �J� ~ a Z �_ F_ 04 QMa Z�_ a Q`°� ~ C) LIJ w N LLI LLi a ZO u- w V z g SESSIONS[� cl) 0 9 V/ ca a 0 °� y V O � N � 2 J � � N c� SIR J ILL ((D coa� V V" C —00 U III w W W o 0 N ILL O a L u Ill Lu o z z w cll o a O u- w � o z Lu Z w w U W UP o li ai c o w v a °d 0 o Z a U co W > 0 W N 1� CO EC) -t V) 04 O H lIIS- Z 0 O} 0� z Y U) Z 0 Oa POS-2 THIS DRAWING IS THE PROPERTY OF AEC SERVICES IN( OF THIS PROJECT AT THIS SITE; IT MAY NOT BE USED SPE CIFICALLY CIFICALLY FOR THE OWNER LOCATION, OR OWNER CANOPY & SPEAKER - 11 CEILING r it ,o JLa La I I_ - 1 � - II 0 0 0 0 0 4 ITI , ---I L l�L II LL 2�-„� FINISH FLOOR — - 211_711 - PROPOSED BACK COUNTER ELEVATION SCALE: 2"=1'-0" ---- -- - - LEGEND: BREAD BAKING CENTER O2 BREAD WARM CENTER n TurboChef OVEN 4� MICROWAVE REFRIGERED BACK BAR BACK COUNTER �7 25" HOT FOOD FRONT COUNTER ® 60" COLD SECTION FRONT COUNTER Cap 48" COLD SECTION FRONT COUNTER C , 49" CASHIER SECTION FRONT COUNTER 10 MENU BOARD �1; MENU BOARD LIGHTING FIXTURE 12 SUBWAY SIGNAGE CEILING SOFFIT FINISH FLOOR FRONT COUNTER PLATAFORM PROPOSED FRONT COUNTER ELEVATION L SCALE 2"=1'-0" 4' P.T. PLYWOOD F.R.P. 2" x 6" WOOD FRAME 6„ 1 — 3411 lb - PROPOSED FRONT COUNTER PLATFORM NOT TO SCALE U J o N N W N O Q n� (y) L.1.. � Z c� L �cy) wC wwc') �Q < co0>� Om0 C�0'0 W p �W-i J L� Q� CO -j Q om, 0- z= _ Q Qom_ Q ~ c 0 LL LuQ N p p N I.L Q Lu cn Lu CL co M �C) o QLp _� LLU z U o • U Lo w Z o CDp Ln 0 ., m O O O c 00 O M c J N Cp (D V ■ � Lo J LL J Q 00 ¢ N 00 k J - cy) Q M p EC L ^ 1 � w w w o 0 Nt� LL �o w U L1.1 LL ,L WWZ Z O O �- T�r w < ° o o 0 0 Lu OZ U) Q 00 o ~o 00 o a 0 LL W gw o LLJ d z LL. X w 0 Lii 0 0 � U o Q LLJ H Q 0 U) Zz 00 R U) U cl) \ Lu w CD 7Lr) CM cj O Z Q II J L.J.. C/ / �z 00 0 �-- -J Q LL > >- LI J Q J LLJ 3: 0006 D c/ ) Rml f ;16 j6 i 161 O'D ce P peem'-1- O'wev C��y���-u eS� a►-, SvC s Vic,