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HomeMy WebLinkAbout336 W Lake Mary Blvd 18-372 (plans) (a)UTILITY REQUIREMENTS UTiIJtt::I DESCRIPTION WATER 1,300-1,500 GALLONS PER DAY AREA (SQ. FT) WATER PRESSURE: 60 P.S.I. MINIMUM GAS NATURAL GAS: 524.1 CUBIC FEET PER HOUR RESTAURANT (7 INCH WATER COLUMN) ELECTRICITY 120/208 VOLT 3 PHASE - 4 WIRE PREFERRED 36 400 AMP SERVICE - TOTAL CONNECTED LOAD: 103.3 KVA 49 MAXIMUM DEMAND: 270.4 AMPS SEWER 1,300-1,500 GALLONS PER DAY TELEPHONE 1 UNE FOR: KITCHEN, COMMERCIAL BLACK WALL MOUNTED PHONE IN OFFICE 3 BLACK WALL MOUNTED IN CASH REGISTER STAND BUILDING MATION CODE: 2017 FLORIDA BUILDING CODE, 5TH EDITION \ 2017 FLORIDA MECHANICAL CODE, 5TH EDITION 1 2017 FLORIDA PLUMBING CODE, 5TH EDITION 2014 NATIONAL ELECTRICAL CODE 2012 FLORIDA FIRE PREVENTION CODE, 5TH EDITION 2014 FLORIDA ENERGY CONSERVATION CODE 2017 ICC/ANSI A-117.1 ACCESSIBILITY CODE i SEISMIC DESIGN CATEGORY: OCCUPANCY TYPE: CONSTRUCTION TYPE: BUILDING FOOTPRINT: MAXIMUM TRAVEL DISTANCE (PERMISSIBLE): MAXIMUM TRAVEL DISTANCE (AS SHOWN): 'B' GROUP "B" BUSINESS SC -B, UNSPRINKLERED 1,731 S.F. 200 FEET 73 FEET OCCUPANT LOAD CALCULATIONS ROOM AREA (SQ. FT) OCCUPANCY USE CATEGORY OCC. LOAD FACTOR (SQ. FT./OCC.) NUMBER OF OCCUPANTS RESTAURANT 569 ASSEMBLY W/ FIXED SEATS PER 1004.7 36 WAITING 49 ASSEMBLY, CONCENTRATED 7 7 KITCHEN/PREP-AREA 556 KITCHEN, COMMERCIAL 200 3 COMMISSARY/MGR CLOSET 137 ACCESSORY STORAGE 300 1 TOTAL OCCUPANTS 47 INDEX OF DRAWINGS DIVISION SHEEP DESCRIPTION IL DIVISION SHEET DESCRIPTION COVER SHEET T-1 DWG. INDEX, BUILDING INFORMATION AND UTILITY REQUIREMENTS PRODUCT '0 ARCHITECTURAL A-1 FLOOR PLAN, DETAILS ARCHITECTURAL A-2 REFLECTED CEILING PLAN, DOOR AND FRAME TYPES/DETAILS, MISCELLANEOUS DETAILS ARCHITECTURAL A-3 EXTERIOR/TOILET ELEVATIONS ARCHITECTURAL A-4 WALL SECTIONS, DETAILS ARCHITECTURAL A-5 WALL SECTIONS, DETAILS ARCHITECTURAL A-6 ROOF PLAN ELECTRICAL E-4 ELECTRICAL SPECIFICATIONS SPECIFICATIONS SP -1 SPECIFICATIONS SPECIFICATIONS SP -2 SPECIFICATIONS KITCHEN EQUIPMENT K-2 FOOD SERVICE EQUIPMENT ELEVATIONS STRUCTURAL S-1 FOUNDATION PLAN & SUPPORTING DETAILS STRUCTURAL S-2 ROOF FRAMING PLAN w/ SUPPORTING DETAILS STRUCTURAL S-3 DETAILS AND GENERAL NOTES KITCHEN EQUIPMENT K-6 DOOR & FINISH SCHEDULES, ISLE OF TILE LAYOUT & BACK BAR ELEVATION PLUMBING P-1 SANITARY SYSTEM NOTES & DETAILS PLUMBING P-2 WATER SYSTEM NOTES & DETAILS PLUMBING P-3 GAS SYSTEM NOTES & DETAILS PRODUCT '0 MECHANICAL M-1 HVAC PLAN & SCHEDULES NOTES & DETAILS MECHANICAL M-2 GREASE HOOD/EXHAUST NOTES & DETAILS ..®`' P I M o On=y0. ELECTRICAL E-1 LIGHTING PLAN SCHEDULES & DETAILS ELECTRICAL E-2 POWER & SYSTEMS PLAN & ELEVATIONS SCHEDULES & DETAILS ELECTRICAL E-3 ROOF PLAN, PANEL SCHEDULE, RISER DIAGRAM NOTES & DETAILS ELECTRICAL E-4 ELECTRICAL SPECIFICATIONS 00 OLDCASTLE BUILDING ENVELOPE O N._ .0 KITCHEN EQUIPMENT K-1 FOOD SERVICE EQUIPMENT PLAN, ARCHITECTURAL FLOOR PLAN KITCHEN EQUIPMENT K-2 FOOD SERVICE EQUIPMENT ELEVATIONS KITCHEN EQUIPMENT K-3 FOOD SERVICE EQUIPMENT SCHEDULE & MISCELLANEOUS FLOOR PLAN KITCHEN EQUIPMENT K-4 ELECTRICAL CONNECTION PLAN KITCHEN EQUIPMENT K-5 SLAB PLUMBING ROUGH -IN PLAN AND MISCELLANEOUS PLUMBING DETAILS KITCHEN EQUIPMENT K-6 DOOR & FINISH SCHEDULES, ISLE OF TILE LAYOUT & BACK BAR ELEVATION KITCHEN EQUIPMENT K-7 DISHTABLE DETAILS, FIRE PROTECTION PIPING DIAGRAMS . M i o ° o -o v 000rov lsr►�m it / f1 asdC svpr+eJtl� Srir Salt �� L1i /',r Z • /1 �ls'Kl! ✓ /l4 �/ � d/ tjJ !� d iN a �(,. �J! •✓r. !rf �/�� . �l REVIE MATT MINNETTO SANFORD FIRE DEPT. DATE: `ej wed 4 a ept. SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. PERMIT##_ cft lamom RIGHT HAND SQUARE BUILDING MEDIUM PARAPET with QUIK—BRIK WEST LAKE MARY BOULEVARD m n 1 Y�In o V � F- F Z Z Ld 0 0 0 O U U (n W W zg CL a PRODUCT 0 PRODUCT '0 SUB CATEGORY tNA U X 011- scoXL0 ..®`' P I M o On=y0. = N )oo a? � OLDCASTLE BUILDING v 30, 0 O l w =0: ;v .0 +� Lo po 1 M �`� y4.1 00 OLDCASTLE BUILDING ENVELOPE O N._ .0 a to � :. c 3 ai of a QUJ `° N "o -050 ° 7 Vw' N=A UJ SYSTEMS � m v c ��To s 2 Fol N NNtn v-3 V=zo V) a to +�+a�CC CL u- c vac03� °'+ . M i o ° o -o v 000rov WALK-IN COOLER/FREEZER 8'-0" WIDE c�corno Y � os cv�= M °o�L v Q0:3o c 041 2 Lo ooao!'>1 `v 3 F.- +�+ Q j n 1 Y�In o V � F- F Z Z Ld 0 0 0 O U U (n W W zg CL a W SANFORD, FLORIDA ui COASTAL, DISCONNECT, REAR PARAPET, CMU CORNICE, PILASTERS, p Df,CORATIVE SHUTTERS,_ GOOSENECK LIGHTS,_TPQ ROOF, V PREP SINK, 1-1,250G GREASE TRAP, i —750G GREASE TRAP 2 APPROVED PRODUCTS LIST PRODUCT PRODUCT w SUB CATEGORY MANUFACTURER c3f W a ..®`' P I 0- M Q N N OLDCASTLE BUILDING v 0 1-1 Ns' ENVELOPE o t M d- OLDCASTLE BUILDING ENVELOPE ,n FL17688.2-R1 ROOFING O GAF N Zr� FL5293-R27 W SANFORD, FLORIDA ui COASTAL, DISCONNECT, REAR PARAPET, CMU CORNICE, PILASTERS, p Df,CORATIVE SHUTTERS,_ GOOSENECK LIGHTS,_TPQ ROOF, V PREP SINK, 1-1,250G GREASE TRAP, i —750G GREASE TRAP 2 APPROVED PRODUCTS LIST PRODUCT PRODUCT STATE OF FLORIDA SUB CATEGORY MANUFACTURER c3f W a ..®`' P I 0- M APPROVAL NUMBER EXTERIOR DOORS SWINGING EXTERIOR DOOR OLDCASTLE BUILDING v FL17692-R2 ASSEMBLIES ENVELOPE o t �`oI Fm_l20V OLDCASTLE BUILDING ENVELOPE ,n FL17688.2-R1 ROOFING O GAF N Zr� FL5293-R27 0 SYSTEMS O .-. C) e EXTERIOR DOORS Fol CECO DOOR PRODUCTS D � o v FL10723-R6 MA ACT D (MODU B ING PLAN TRACKING # �V c PRODUCT DESCRIPTION ❑ a INTERNATIONAL COLD STORAGE WALK-IN COOLER/FREEZER 8'-0" WIDE Q � CD 00 rn Lo W SANFORD, FLORIDA ui COASTAL, DISCONNECT, REAR PARAPET, CMU CORNICE, PILASTERS, p Df,CORATIVE SHUTTERS,_ GOOSENECK LIGHTS,_TPQ ROOF, V PREP SINK, 1-1,250G GREASE TRAP, i —750G GREASE TRAP 2 APPROVED PRODUCTS LIST PRODUCT PRODUCT STATE OF FLORIDA SUB CATEGORY MANUFACTURER c3f CATEGORY 0- DESCRIPTION APPROVAL NUMBER EXTERIOR DOORS SWINGING EXTERIOR DOOR OLDCASTLE BUILDING MEDIUM STILE DOOR, FL17692-R2 ASSEMBLIES ENVELOPE FRONT DOOR W :D PANEL WALLS STOREFRONTS OLDCASTLE BUILDING ENVELOPE FG -3000 STOREFRONT FL17688.2-R1 ROOFING SINGLE PLY ROOF GAF SINGLE PLY, TPO ROOF FL5293-R27 SYSTEMS O TYPE D-1 SYSTEM S-320 EXTERIOR DOORS EXTERIOR DOOR COMPONENTS CECO DOOR PRODUCTS HOLLOW METAL DOOR & FRAME, BACK DOOR FL10723-R6 MA ACT D (MODU B ING PLAN TRACKING # BUILDING TYPE MANUFACTURER PRODUCT DESCRIPTION 28508 MANUFACTURED BUILDINGS INTERNATIONAL COLD STORAGE WALK-IN COOLER/FREEZER 8'-0" WIDE CHECKED BY: MDP DRAWN BY: KELLY COVER SHEET JOB N0: SHEET 30233 T�l DATE: OF _27 11/30/17 SHEETS Y m I o Y � a c3f 0- J m �a a O a Q W :D W 000 Y p W O - O Q Q LTJ Q O M� CHECKED BY: MDP DRAWN BY: KELLY COVER SHEET JOB N0: SHEET 30233 T�l DATE: OF _27 11/30/17 SHEETS FRP OVER GWB MANAGE CLOSET FRP OVER GWB EDGE OF CONCRETE d- O I 611 2'-0lf 1,-0., DOOR FRAME BULLNOSE BEYOND EDGES CONCRETE a - SLAB -SEE 4 a STRUCTURAL I I I I I I DRAWINGS SECTION EDGE OF MASONRY OPENING N r- :12 MIN. = 1:12 MIN. z_ 04 6" 2'-0" EDGE OF CONCRETE .PLAN CAN WASH/MOP SINK DETAILS SCALE: 1"=l' -O" CERAMIC TILE (RESTAURANT SIDE) ON 1\2" GWB ON METAL STUDS CSD 16" 0. ONE-WAY TEMPERED SAFETY GLASS IN ALUMINUM FRAME FRP OVER GWE 6 WALL LEGEND METAL FRAMING NOTES o w c 4" 20 GA. METAL STUDS AT 16" 1. METAL STUD SPECIFICATIONS TO BE AS O.C. TO 9'-0" AFF. PROVIDE o ~ - 4" =U.S.G. 362SJ20 METAL STUDS OR EQUAL (20 GA.) 3 - 6" =U.S.G. 60SJ18 METAL STUDS OR EQUAL 18 GA. CLEAR ANODIZED _ A.S.T.M. C754. ALUMINUM FRAME WINDOW CONCRETE 8" CONCRETE MASONRY UNIT STRAPS OR 1 1/2" COLD ROLLED CHANNELS SIZED AND LOCATED TO INSERTED THROUGH & FASTENED TO STUD v FIT TILE AS SHOWN Lo M `° MANAGERS 1. SEE KITCHEN EQUIPMENT SHEETS FOR MORE DETAILS INCLUDING CLEARANCES AT ACCESSIBLE SEATING. CLOSET 3TAU RANT PLAN ONE-WAY WINDOW DETAILS FRP OVER GWE 1'-0" 3" FLOOR DRAIN - SEE PLUMBING DRAWINGS SECTIO SCALE: 1 1\2"=l' -O" NOTES: 1. SEE ELEVATION 'C' SHEET K-2 FOR DETAILS ON INSTALLATION TO MINIMIZE CUTTING OF CERAMIC TILE. TILE (RESTAURANT N 1 \2" GWB ON STUDS ® 16" O.C. RANT r L_ U U K SCALE: 1 \4"=1 '-0" 4R' -R" r L_ /A IN LINE OF AWNING ABOVE - TYP. DRAWN BY: KELLY ARCHITECTURAL WALL LEGEND METAL FRAMING NOTES 30233 rY m I c 4" 20 GA. METAL STUDS AT 16" 1. METAL STUD SPECIFICATIONS TO BE AS O.C. TO 9'-0" AFF. PROVIDE FOLLOWS: DIAGONAL BRACING TO ROOF - 4" =U.S.G. 362SJ20 METAL STUDS OR EQUAL (20 GA.) DECK OR JOIST AT 48" O.C. - 6" =U.S.G. 60SJ18 METAL STUDS OR EQUAL 18 GA. STAGGERED. INSTALL PER - 8" =U.S.G. 80SJ18 METAL STUDS OR EQUAL (18 GA. � A.S.T.M. C754. 2. LATERAL BRACING OF METAL STUDS TO CONSIST OF SOLID BLOCKING & STEEL CONCRETE 8" CONCRETE MASONRY UNIT STRAPS OR 1 1/2" COLD ROLLED CHANNELS SEE & A-4 FOR TYPE INSERTED THROUGH & FASTENED TO STUD O WEBS PER U.S.G. STANDARD DETAILS. Lo M NOTES: p yL C•� app+' .0 1. SEE KITCHEN EQUIPMENT SHEETS FOR MORE DETAILS INCLUDING CLEARANCES AT ACCESSIBLE SEATING. � �" -37Z- 7Z2. W PERMIT # 2. SEE SHEET K-6 FOR DOOR AND FINISH SCHEDULES. O 3. SEE SITE PLAN FOR DESIGN, LOCATION AND SIZING OF ALL SITE RELATED CONSTRUCTION INCLUDING SIDEWALKS, WALKWAYS, STREETS, CURB, HANDICAP RAMP(S), STAIRS AND ANY OTHER REQUIREMENTS. C >' c t(D0 4. ALL GLAZING TO BE TEMPERED SAFETY GLASS - SEE SPECS. NOp�O 5. DIMENSIONS ARE FROM FACE OF STUD, CMU, CENTERLINE OF STOREFRONT OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. p 6. BLOCKING TO BE INSTALLED BEHIND FIRE EXTINGUISHERS, COAT HOOKS, LAVATORIES, ALL TOILET ROOM ACCESSORIES, SHELVES, DIVIDER PANELS, TV BRACKET, ETC. REFER TO KITCHEN DRAWINGS FOR MORE DETAILS to DRAWN BY: KELLY ARCHITECTURAL Y_ c o 30233 rY m I c � z .CGOX-�� w Or S v�% N 4)L o 0 c���a- 0. O US= C I M O aye o U U Lo M to M p yL C•� app+' .0 z O �W vji W a p"" N=.o O N N _ w O u C >' c t(D0 vi NOp�O 0 a If n p v c- Q :)I 0 to o p.o 0 > ` o -v m Loo °'0wwi r_ cvo,rc.co Y '1 M p N V L Vp .. vvvo v �cc N„ocy� a +' .pc 2!0 t •c G DRAWN BY: KELLY ARCHITECTURAL Y_ m�lllillll 30233 rY m I o � z a w Or U) 0 Z o 0 p 3. 0w �3 E CV IL _ LLJ z O �W g a. a 00 W v V c v O Fm-cl U c u- 0 DRAWN BY: KELLY ARCHITECTURAL Y_ SHEET 30233 rY m I o � o a ® Or oFi-al�� Rnl J m 000 1%z p ,U) 0) Q BOJ �3 < CV IL _ LLJ z01) O �W Foln a. � O E]_ ~ W �Q v V c v o Fm-cl U c u- 0 CHECKED BY: MDP 00 DRAWN BY: KELLY ARCHITECTURAL Y_ SHEET 30233 rY m I o DATE: Y O Q _27 SHEETS Or J �a J m rj Z Q p 0 Q BOJ �3 < LL. _ LLJ z01) O �W Y c gw a. E]_ ~ W �Q 2LL. (n Z a3w o D U J LL.o0r 0 CHECKED BY: MDP DRAWN BY: KELLY ARCHITECTURAL JOB N0: SHEET 30233 w /'1 DATE: OF 11/30/17 _27 SHEETS U m SEE STRUC. FOR REINF. AT JAMBS FILL JAMB CELL WITH GROUT TO LINTEL SEAL ALL AROUND - BOTH SIDES HOLLOW METAL JAMB AT EXTERIOR DOOR FRAME DETAILS SCALE: 1 1 \2"=1 '-0" IALF-HEIGHT CMU REINF. LINTEL - SEE STRUCTURAL DJ. JAMB ANCHOR - SEAL BOTH SIDES 3 PER JAMB) METAL DOOR FRAME HOLLOW METAL DOOR TYPICAL TILE ACCENT STRIPE THIN SET CERAMIC TILE COLOR: "WHITE" J TOP OF TILE ACCENT WITH TOP OF DOOR FRAME x2" ACCENT TILE ,OLOR: "BLACK" - TYP. 1"x1" ACCENT TILE COLOR: "LIME" - TYP. "GRAY" ACCENT TILE - TYP. J SET CERAMIC COLOR: "WHITE" SCALE: 1 1/2"=1'-0" NOTE: SEE SHEET K-6 FOR ADDITIONAL INFORMATION HALF -HEIGHT CMU GROUT FRAME SOLID METAL DOOR FRAME 1 IrAr% AT rVTrPYI/1n CENTER SIDEWALK CONTROL JOINTS ON STOREFRONT MULLIONS (SEE SHEET A-1) AND AT 5'-6" O.C. ELSEWHERE U.N.O. UL Q 1\2" GWB EACH SIDE OF METAL STUDS ® 16" O.C. METAL DOOR FRAME HOLLOW METAL `'EE FINISH SCHEDULE HEET K-6 FOR FALL FINISHES SEAL ALL AROUND - BOTH SIDES ADJ. JAMB ANCHOR - (3 PER JAMB) TYPICAL INTERIOR JAMB HEAD SIMILAR wv� vvvi,u TO HAVE 1/2" RADIUS EDGE 3 SIDEWALK FINISH DETAIL TOOTH IKUWtLtU FINISH EDGE BAND CALE: 1/2 NOTES: SEE SITE PLAN FOR DESIGN, LOCATION AND SIZING OF ALL SITE RELATED CONSTRUCTION INCLUDING SIDEWALKS, WALKWAYS, STREETS, CURB, HANDICAP RAMP(S), STAIRS AND ANY OTHER REQUIREMENTS. 1/8":V-0" MINIMUM. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE ACCESSIBILTY CODES. ALL CONCRETE SLABS SHALL RECEIVE A LIGHT BROOM FINISH U.N.O. AWNING NOTES AWNING DOWNSPOUT SEE MECHANICAL DRAWINGS FOR VENT LOCATIONS AND SIZES a NEI loommomom NONE INN No Llq4r 0 NONE 0 mvoAfflimKIM �0 mlb■■ i I aim iii■'�• ■�►1GI��mpwr4 ■ ■�■ I�� ` CEILING ENCLOSURE AND WALL TRIM BY K.E.C. AWNING DOWNSPOUT, I 6'" 6'-3" 3'-0- R E F L E C T E D C E I L I N G P L A N 1) SEE SHEET K-6 FOR DOOR & FINISH SCHEDULE. 2) ALL CEILING TILES IN RESTAURANT & VESTIBULE AREAS ARE NON-COMBUSTIBLE PVC LAY -IN TILES IN AN ALUMINUM GRID. 3) CEILING GRID & LAY -IN TILES TO BE PROVIDED BY OWNER. 4) CEILING GRID & TILES TO BE INSTALLED BY CEILING CONTRACTOR WITH FULL COOPERATION OF OTHER TRADES. 5) CENTER GLOBE LIGHTS OVER TABLE AT BOOTHS AND FRONT TO BACK OVER LOW COUNTERS. LEGEND TWO TUBE 2'x4' LIGHT FIXTURE GLOBE LIGHT PORCELAIN LIGHT SOCKET MUSIC MACHINE SPEAKER PROVIDED BY OWNER & INSTALLED BY GENERAL CONTRACTOR. (PREINSTALLED IN CEILING TILES) COMBINATION EXIT/EMERGENCY EGRESS LIGHT. 24"x48" RETURN AIR FILTER GRILLES 24"x24" RETURN AIR FILTER GRILLES 4" METAL STUD HEADER AT 7'-2" A.F.F. QQ C.C.T.V. CAMERA - SEE ELECTRICAL AWNING HVAC SUPPLY DIFFUSER (LAY -IN) Co 10"x6" SUPPLY REGISTER 0 8"x8" EXHAUST GRILLE 2x2 PERFORATED (ACOUSTIC) PVC CEILING TILE 2x2 SMOOTH (FINALE) PVC CEILING TILE GYP BOARD WITH FRP CEILING SIGN - SEE DOOR SCHEDULE - TYP. 34"x12" KICK PLATE SUPPLIED BY K.E.C. INSTALLEI BY GENERAL CONTRACTOR ON RESTROOM SIDE OF 4" FRAME HEAD 34"x36" S.S. KICK PLATE SUPPLIED BY K.E.C. INSTALLED BY GENERAL CONTRACTOR ON INSIDE OF DOOR O O O PLACE ��V4v O O O O DOOR � 0 VISTAWALL MEDIUM STILE ELIASON "EASY SWING" HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR CLEAR ANDD. ALUMINUM DOOR SOLID CORE DOOR (SELF-CLOSING) D 0 0 R T Y P E S SCALE: 1\4"=1'-0" NOTE: EACH EXTERIOR DOOR AND WINDOW SHALL BE LABELED BY THE MANUFACTURER TO CERTIFY COMPLIANCE WITH THE REQUIREMENTS OF NATIONAL FENESTRATION RATING COUNCIL PER NFRC 100 AND 200 FOR FIELD VERIFICATION BY INSPECTOR (SELF-CLOSING) (SELF-CLOSING) PERMIT NOTES 1. ALL EXTERIOR DOORS ARE SELF-CLOSING. 2. SEE FLOOR PLAN SHEET A-1 FOR 5'-0"0 HANDICAP TURNING AREAS. 3. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. 4• MEN'S AND WOMEN'S RESTROOM DOORS TO HAVE FULL MOTION SPRING HINGES. 5 SECOND SWEEP CLOSING FROM 90 DEGREES OPEN TO 12 DEGREES OPEN WITH MAXIMUM OPENING FORCE OF 5 POUNDS. 5• MEN'S AND WOMEN'S RESTROOM IDENTIFICATION SIGNS (BRAILLE CHARACTERS AND RAISED PICTURE) TO BE MOUNTED ON LATCH SIDE OF DOOR AT A HEIGHT OF 60" TO CENTERLINE AND A MAXIMUM OF 12" FROM JAMB. SEE A-4 FOR LOCATION OF GENERAL RESTROOM SIGN. i C O X N UtN2, O w Q C CO O a�- t v yL a sf O no O � I �� In N > Lo M� FC 0 co r� 0 mO+' J mmO N N y O„_ 02 a • m v OTOC _ O = 0 0 :3 _ 3 (n N � ate•- O a 4 co ° ,,+' 3 00)G. U- � vacs o ° a� o co > L w 00 L0 �N O aC N c3ca� ai O OL CL M0 0 V` 00,43 v -0 0 7 0 0 C O+L+ O� y O n C +� o L- t0L►' C r oma.• 3¢ FARCHITECTURAL JOB N0: Y 30233 A�2 m I o 11/30/17 SHEETS Y >Q> C3► LV gJ �� 0 rl � � � m Q Z Oa Q O W U Q _ Lv �0- r -w Y W � ~L ..gam 0E -z i o U)Q QwQ Ld O USN OJ K) V) CHECKED BY: MDP DRAWN BY: KELLY FARCHITECTURAL JOB N0: SHEET 30233 A�2 DATE: OF 27 11/30/17 SHEETS .S. 1 CORBELED QUIK-BRIK CORNICE W/ALUM. — CAP FLASHING TO MATCH - TYP.---\ LINE OF ROOF - TYP.---% 18" SIGN LETTERS PROVIDED BY OWNER �������������■ ME IME ME ME IMMIMMMI■ IMENIMMEMIMMEME -w min • IN ME IMMYMMli EME ME ME EMI RiEMOlM OEM MMIME ■MMM/ fM=o MMP W� . ■�Y■M�N� MME MER MEd«/ ' : • • • - • ■■���M�M■ ■�M�I�M�I�Y Y�Y■EMi�� SEEN W, i� ■■MO�iiM■ r0m ME M NEM M ME IME MINEEN IMM■ EllMM=MllMM=o ME M==iMNMENERNEEMIMENIMMEM ME SEEM EMIMEM ME i �������i • 'M■ Ems■ S G S S S S S G'*S GS GL>�SS GL�S G4S GL S 1 REINFORCED CMU 3 1/2"± CONTINUOUS OPENING PIER - TYP.--\ FOR DRAINAGE INTO GUTTER --\ JOISTBEARING AEEEE� (SEE STRUC.) RED STANDING SEAM METAL AWNING - TYP. RED STANDING SEAM METAL AWNING TO COVER DOOR & CAN WASH FINISH FLOOR A 1 8" TALL GRAY SPLIT FACE BLOCK FACCENT STRIPE BOTTOM EDGE AT 10'-0" 10MAIMEN ME o� ME rMENliMMEIMMEM ME MM1MMIMEEMMMM1■ \����■ EM MEFiMM M IMM\MMMIMMMNIMM • �MEKEMMM■ iEEMMrMMi ��MM M=1�������G • • • �wIN M=wEMM■ IMMMMMMiW!iNKSM=1������Mk • �MMIN M�10MM■EMMMMMlEiMEM MM� IMEMWEMENEMEN 1EMMMEFAMEM ME MM\WMEM■ 0MOM RMME MMMEN IME MMMrAMEEIMEEMENIMMMMMI■ ME ME IMEM ME ME MFAEEM MINEXIMEEM ME ME ME ME MEN IMEMMIMENIME IME MMM'lMMMIMEEMEMMEl IIMEN ME INE■ME ME IMEE 1111 IAMEMIMMEIMMEMM■ IMEMIMENIMEEMY IIMYNEEMEEIMM `—CLEAR ANDD. ALUM. "QUIK-BRIK" 1/2 HEIGHT BY OLD -V I STOREFRONT WITH CLEAR CASTLE (COLOR: RICHFIELD BLEND) GLAZING - SEE SPECS - TYP. 4 1 /2"Wx6"H ALUM. GUTTER - SEE 1 /A-5 �Q11 his _ 10M IME MINNINEINEN ME EM ME NOMINEE ME ME IMMEM ME ME ME E IME■MENER■ - SUME IMEM IME■i1■■ i\�iEMEilEMMEMNIMIMOMMIN IN • IMMINIMEl • • MEEIWIEIMMEMNOMINEE ME MMINEMIMMENMENEE MEMENIMEM ME ME IMMIMEEME ME ME INNER� �� ill. • ' • = Y�IMME IMM rr�����5��■I �.EIill M= ME ME MMMMMENI■ EMNIEN M IMEM IMMEM ME ME ME ME ME IME ENMESH IMME GLA\ '\ GL\S 8" TALL GRAY SPLIT FACE BLOCK ACCENT STRIPE BOTTOM EDGE AT 2'-8" A.F.F. - TYP. TOP OF COLUMNS 16'-8" A.F.F. EIrm TOP OF BEAM IMEEiM (SEE STRUC.) mmull LINE OF ROOF - TYP � � � = �wm�:�a=— � " ME MEQ IME MMMIMMIMEEMENII MMM■ Ml EM ■■� IMEN IMEMEM mr MENIMMII i ME ME IMM iNE■ ERMINE MOM ME ME ME NE IMMIMEEME IMEN EMNEENWASM ME IMMEM ME E IMMIMMEM ME IMMINE IN RED STANDING SEAM ME MM��MY�����=■=■EEA•MMI ��Y �������� ice■ - \ �' ! ► ` ■!•Y Y�MMMY __ ��MMMM■MMM�i����■�� iE�MMIME mill Y■ ■■M����� MEM ME ME■M14=o=o ■EIMY YME EME ME MMMMIiYAMME����� ■�� i�������i mill Y■ ■■� ME IMM i������Eli1lM==o a �I ��Y �������� iw W ■IMEY MY ME MNEE ■INME Mi 10111 i■ ■■IMEE ME MMMM MEM MMMMIMENSEWASIMME■IENEEMMII NIMENEENY ME MMMIMIMEEMMIMM ii■ ■�Y MEM MIMMEi INMEMENIMME EM ME ��\��ONE ■INME iIMMEMIMMMMMM 01i11 i■ "M MMMMM 19 N—I IN ■1� ME iiMM�MENIME ��W��M1 AMY M���Mt>•N� i=1 IME �;M= iIMMEMMY NEMINEE ME ME EM MM'NMONE ■EEMINEENE iENEENEEN ME MM■UMMENIM I■NORM-9i Y■ DOWNSPOUT ■■NIME IMEN EM MIMM MOM MMIMMIMMIEINiMIMMMYINEEMI BEY ME MIMMEMi\NEE IMEN Wim■ DOWNSPOUT IMEEY ME MY ME IMEM EMNEM ME MO■IMM YIMEi hili ■ ■■IMEN ME MIMM MEM IMMEMM■MIM'iEMIYMIMMI SEENEEN Y ME MMMMMMEMEN iIN■ =01 IMMY M ME MEIME■Iil�EMlNMEME iENEENEEN ME MMt•1■�� mill i■ ■■MMI MMME EM ME IMEEI AMY iEI■ FINISH FLOOR • MATERIAL COLORS LEGEND LOCATION MATERIAL FINISH COLOR FIELD BLOCK QUIK-BRIK HALF -HEIGHT CMU COARSE RICHFIELD BLEND ACCENT BAND 8" CMU SPLIT FACED GRAY H.M. DOORS & FRAMES METAL/PAINT INDUSTRIAL ENAMEL MATCH RICHFIELD BLEND STANDING SEAM AWNING ALUMINUM/POWDER COAT SMOOTH DEEP RED STOREFRONT ALUMINUM ANODIZED/SMOOTH CLEAR GLAZING GLASS TEMPERED CLEAR PARAPET COPING ALUMINUM PAINTED MATCH RICHFIELD BLEND GUTTER/DOWNSPOUT ALUMINUM PAINTED MATCH RICHFIELD BLEND ATTACH WITH PROVID HILTI HLC J"x1-j" SLEE ANCHORS, PER MANUFACTUREI INSTRUCTIONS, T) 2n01e N TOP STEP MUST BE LEVEL WITH TOP OF PARAPET TOP OF PARAPET WALL ATTACH WITH PROVIDED f�jHILTI HLC J"x1-j" SLEEVE ANCHORS, PER MANUFACTURERS INSTRUCTIONS, TYP. NOTE: LADDER LOCATION TO BE DETERMINED BY OWNERS REP ELEVATION SECTION A C C E S S LAD D E R D E T A SCALE: 1 \4"=1 '-0" NOTE: i TOP OF MASONRY r PARAPET WALL 16'-0" A.F.F. TOP OF BEAM (SEE STRUC.) PAINTED SHUTTERS - TYP. 1. ALL GLAZING TO BE TEMPERED SAFETY GLASS, SEE SPECS. 2. COORDINATE ROOF ACESS LADDER LOCATION WITH WAFFLE HOUSE REP. IN FIELD. TEMPERED 18"x34" 39"-41" Y M I TEMPERED SAFEJY MIRROR � SAFETY MIRROR Cl J >Q O 39"-41" W 4'-6" z CE AV—\ .. a Q O J GRAB GRAB GRAB 4'-6" 000 Y D / �� GRAB \ HANMIN. � SOAP BAR 5NZ BAR �� / BAR DISP. o DRYER E:lDISP. 00 \ 1'-0" 3'-6" 0D 3'-0" 6" 1'-0" 0 = 71 U KELLY MAX. MIN. Q ARCHITECTURAL TOILET HAND MIN. I 41 » o TOILET o NO: J o 0 \ \ TOILET PAPER � DRYER _27_ SHEETS co K, 0 d o = PAPER DISP. ;� o � o ~ w W» = � M m 9 T \ OF T DISP. ao OP OFa SEAT .14- PO m z rl \cq PROVIDE 3" '� `� ' r- M PROVIDE 3" HANDLE ON 1'-3" 7"-9" MIN. HANDLE ONV. ,1�_6» MIN. CLEAR TMP• OPEN/DOOR PAPER WOMEN'S OPEN/D00ar , ^ MEN S SIDE DISP. MIN. T 0 1 L SIDE T E L E V A T 1 0 N S SCALE: 1\4"=l' -O' NOTES PERMIT # _.. IY- �? 7 Z-- 1. _ 1. ALL WALL MOUNTED FIXTURES AND ACCESSORIES SHALL BE BACKED WITH 1/2" OSB OR CDX PLYWOOD. 2• LAVATORIES SHALL BE MOUNTED WITH A MINIMUM CLEARANCE OF 29" FROM THE FINISH FLOOR TO BOTTOM OF THE APRON. 3• PLUMBING SHALL BE ARRANGED TO PROVIDE 8" DEEP KNEE CLEARANCE, 9"Hx6"D TOE CLEARANCE AND A 17" CLEAR FLOOR SPACE FROM THE FRONT PLANE OF THE LAVATORY TO THE WALL. LS 4. INSULATE ALL EXPOSED PIPES AND CONTROLS UNDER LAVATORY. c 7Lr\ c , N Vi-.�i•+O+v Hyl r c O ac- t 0 0 0 01 L- I� N3+L LO O 'N d 0 LO N M iO N0C N co t2 J n�vy41 i Q .�. c 3 s 3 ai 03 -j 0 N N N O� v2-0 w m it v -a c fn c4 L a i ._ v a a �� 3 y D. J � -0 U 3 I c v 0 co v °� 0 O e} >L -L. y � N'NOaC N 01:3 Y .I. M O OL cL K) OL 0-w ` O7 v "v 030 v = a c c N :5 O N 3 v 0- c rCNLi c I— v o_ -w 3:< W ®0 a aj'O o t 0 B� e D O I ❑ z rn N 0 O ❑ r o ❑ U a ❑ c i.- 00 LO __js Y M I TEMPERED 18"x34 z � SAFETY MIRROR Cl J >Q O 39"-41" W z CE AV—\ .. a Q O J GRAB W LL - GRAB 4'-6" 000 Y D SOAP �� AN D \ 6" 3'-0" BAR ~W 5NZ BAR �� MIN. M DISP. to cy M OJ 00 \ MDP 0D 3'-6" 1'-0" = U KELLY Q ARCHITECTURAL MIN. I MAX. a m o NO: SHEET 0 30233 TOILET DATE: 11 /30/17 _27_ SHEETS o o o � PAPER DISP. OP OFa SEAT .14- PO m z PROVIDE 3" '� `� MIN. CLEAR1,-6», HANDLE ON TOILET 7"-9" MIN. OPEN/DOOR PAPER , ^ MEN S SIDE DISP. T 0 1 L E T E L E V A T 1 0 N S SCALE: 1\4"=l' -O' NOTES PERMIT # _.. IY- �? 7 Z-- 1. _ 1. ALL WALL MOUNTED FIXTURES AND ACCESSORIES SHALL BE BACKED WITH 1/2" OSB OR CDX PLYWOOD. 2• LAVATORIES SHALL BE MOUNTED WITH A MINIMUM CLEARANCE OF 29" FROM THE FINISH FLOOR TO BOTTOM OF THE APRON. 3• PLUMBING SHALL BE ARRANGED TO PROVIDE 8" DEEP KNEE CLEARANCE, 9"Hx6"D TOE CLEARANCE AND A 17" CLEAR FLOOR SPACE FROM THE FRONT PLANE OF THE LAVATORY TO THE WALL. LS 4. INSULATE ALL EXPOSED PIPES AND CONTROLS UNDER LAVATORY. c 7Lr\ c , N Vi-.�i•+O+v Hyl r c O ac- t 0 0 0 01 L- I� N3+L LO O 'N d 0 LO N M iO N0C N co t2 J n�vy41 i Q .�. c 3 s 3 ai 03 -j 0 N N N O� v2-0 w m it v -a c fn c4 L a i ._ v a a �� 3 y D. J � -0 U 3 I c v 0 co v °� 0 O e} >L -L. y � N'NOaC N 01:3 Y .I. M O OL cL K) OL 0-w ` O7 v "v 030 v = a c c N :5 O N 3 v 0- c rCNLi c I— v o_ -w 3:< W ®0 a aj'O o t 0 B� e D O I ❑ z rn N 0 O ❑ r o ❑ U a ❑ c i.- 00 LO __js Y M I 0 z � Z O Cl J >Q O W z CE .. a Q O J Z) W LL - 000 Y D :2ly ~W 5NZ X �� U�� W to cy M OJ 00 CHECKED BY: MDP DRAWN BY: U KELLY V) ARCHITECTURAL I m JOB NO: SHEET 0 30233 Ai3 OF DATE: 11 /30/17 _27_ SHEETS FII / 1 1 SLOPE AWAY FROM BUILDING AT 1\4" PER r FOOT MAX. 1/8- MIN. - TYP. ALL WALKS FINISH FLOOR IM11MIM —III I I I I I I -I I I I I I -I I I -I I I -I I I -I I I:'«' -I I I- -I 11=1 I I -III I I 11=1 I M11=1 11=1 11 I-� III 11-1 1 1 I I-1 I I -I I I-1 11-I 1- F -I I I, I I IM I I-1 11=1 11-1 I I-1 I -I I I- -I I I R . : 11-111=111-111-111-111-111_ '-I I -I I I -I I I, —5 K::.14/ _ a/ tiUALL: 1\2-- = V-0- Y_ Of m o I CE Y_ Q N 0 J Z O a m V) Z Q 00- Q0 Z� �O V) :D LSI J 00 W m Y m �m ..gcr ~w ZOV)Z �Q QWQ UAV) MN CHECKED BY: MDP DRAWN BY: _ KELLY C) ARCHITECTURAL -I JOB NO: SHEET m 30233 A�4 n DATE: OF _27_ 11/30/17 SHEETS BACK BAR FRAMING - f 0 SEE K-2 & K-6 Of _ccoo�- v xt o v y N p o y = M C0 � rn o c _c o o v w Lo I ton 2 �� r7 M D CU J Q :. C3t3aiai co rn��� :30 N N y p`~ 0m w m w O TOC _ �NO0= O_ w0oE4-; a0•- N a N � v J vac�33 ov 04- . o co > o 0 ` lm :3 C.- v+ C C N N O Ot CL N :3v � V V -0C N +C+ O 0 U)Lf c + ol IL- oW-w 3Q i I� SEE KIT. EQUIP. If DRAWINGS FOR BOTTOM OF SOFFIT HVHT / 1 1 SLOPE AWAY FROM BUILDING AT 1\4" PER r FOOT MAX. 1/8- MIN. - TYP. ALL WALKS FINISH FLOOR IM11MIM —III I I I I I I -I I I I I I -I I I -I I I -I I I -I I I:'«' -I I I- -I 11=1 I I -III I I 11=1 I M11=1 11=1 11 I-� III 11-1 1 1 I I-1 I I -I I I-1 11-I 1- F -I I I, I I IM I I-1 11=1 11-1 I I-1 I -I I I- -I I I R . : 11-111=111-111-111-111-111_ '-I I -I I I -I I I, —5 K::.14/ _ a/ tiUALL: 1\2-- = V-0- Y_ Of m o I CE Y_ Q N 0 J Z O a m V) Z Q 00- Q0 Z� �O V) :D LSI J 00 W m Y m �m ..gcr ~w ZOV)Z �Q QWQ UAV) MN CHECKED BY: MDP DRAWN BY: _ KELLY C) ARCHITECTURAL -I JOB NO: SHEET m 30233 A�4 n DATE: OF _27_ 11/30/17 SHEETS C! f 0 Of _ccoo�- v xt o v y N p o y = M C0 � rn o c _c o o v w Lo I ton 2 �� r7 M D CU J Q :. C3t3aiai co rn��� :30 N N y p`~ 0m w m w O TOC _ �NO0= O_ w0oE4-; a0•- N a N � v J vac�33 ov 04- . o co > o 0 ` lm :3 C.- v+ C C N N O Ot CL N :3v � V V -0C N +C+ O 0 U)Lf c + IL- oW-w 3Q / 1 1 SLOPE AWAY FROM BUILDING AT 1\4" PER r FOOT MAX. 1/8- MIN. - TYP. ALL WALKS FINISH FLOOR IM11MIM —III I I I I I I -I I I I I I -I I I -I I I -I I I -I I I:'«' -I I I- -I 11=1 I I -III I I 11=1 I M11=1 11=1 11 I-� III 11-1 1 1 I I-1 I I -I I I-1 11-I 1- F -I I I, I I IM I I-1 11=1 11-1 I I-1 I -I I I- -I I I R . : 11-111=111-111-111-111-111_ '-I I -I I I -I I I, —5 K::.14/ _ a/ tiUALL: 1\2-- = V-0- Y_ Of m o I CE Y_ Q N 0 J Z O a m V) Z Q 00- Q0 Z� �O V) :D LSI J 00 W m Y m �m ..gcr ~w ZOV)Z �Q QWQ UAV) MN CHECKED BY: MDP DRAWN BY: _ KELLY C) ARCHITECTURAL -I JOB NO: SHEET m 30233 A�4 n DATE: OF _27_ 11/30/17 SHEETS f Of l l f l f / 1 1 SLOPE AWAY FROM BUILDING AT 1\4" PER r FOOT MAX. 1/8- MIN. - TYP. ALL WALKS FINISH FLOOR IM11MIM —III I I I I I I -I I I I I I -I I I -I I I -I I I -I I I:'«' -I I I- -I 11=1 I I -III I I 11=1 I M11=1 11=1 11 I-� III 11-1 1 1 I I-1 I I -I I I-1 11-I 1- F -I I I, I I IM I I-1 11=1 11-1 I I-1 I -I I I- -I I I R . : 11-111=111-111-111-111-111_ '-I I -I I I -I I I, —5 K::.14/ _ a/ tiUALL: 1\2-- = V-0- Y_ Of m o I CE Y_ Q N 0 J Z O a m V) Z Q 00- Q0 Z� �O V) :D LSI J 00 W m Y m �m ..gcr ~w ZOV)Z �Q QWQ UAV) MN CHECKED BY: MDP DRAWN BY: _ KELLY C) ARCHITECTURAL -I JOB NO: SHEET m 30233 A�4 n DATE: OF _27_ 11/30/17 SHEETS CORNER COLUMN BEYOND - SEE A-3 i .040 ALUMINUM CAP FLASHING PAINTED TO 5\8" CDX PLY'WD. SHEATHING ON 2X4 KICKERS AT 32" O.C. - SEE STRUC. SECTION_ SCALE: 3\4" = V -0- R-13 BATT 4" TRIMMED BLOCK INFILL BEHIND TOP COURSE 8" IYP. CORBEL T--�CORBELED 4" 14" HALF -HEIGHT CMU - SEE A-3 4" "QUIK-BRIK" HALF -HEIGHT CMU W/ CORR. WALL TIES AT 16" O.C. VERT AND 24" O.C. HORIZ. ON TYVEK HOMEWRAP (OR APPROVED MOISTURE BARRIER) AND 1/2" SHEATHING LINE OF CORNER COLUMN BEYOND SEE A-3 t-;�FLASHING TO WEEP HOLES AT 32" O.C. - TYP. STANDING SEAM METAL AWNING ON 1x1 x.125 ALUM. TUBE FRAME - SEE A-3 CORBELED 8" HALF -HEIGHT CMU - SEE A-3 CONT OPENING IN PARAPET FOR DRAINAG 1 D—G JOIST BEARINi 8" SPLIT FACED CMU ACCENT STRIPE WITH CORE-FIL 500 FOAM INSUL. (R-14.2) - TYP. SEE A-3 tz a U 0 0 a 0 I in "QUIK-BRIK" HALF-HEIGI WITH CORE-FIL 500 F0/ INSUL. (R-14.2) - TYP. - SEE A-3 LINE OF CORNER COLUMN - BEYOND - SEE A-3 8" SPLIT FACED CMU ACCENT STRIPE WITH CORE-FIL 500 FOAM INSUL. (R-14.2) - TYP, - SEE A-3 HORIZ. JOINT REINF. AT 16" O.C. VERT. - TYP. CORNER COLUMN BEYOND - SEE A-3 .040 ALUMINUM CAP FLASHING PAINTED TO MATCH CORNICE ON CONT. P.T. 2x8 .040 ALUMINUM FLASHING ON 5/8" CDX PLYWOOD m 0 z 0 m u - C) M 0 0 m 0 0 T.P.O. ROOF ON ISO RIGID "MULTI -MAX FA" (OR EQUAL) INSULATION (R-23.6) ON STEEL DECK. 1/8" PER FOOT MINIMUM SLOPE. `SEE STRUCTURAL FOR STEEL FRAMING CONT BOND BEAM - SEE STRUCTURAL LAY -IN TILE CEILING - SEE A-2 Do FINISH FLOOR / i • , 4 III-- =1 III=1 I I- I I I=1 I I=I I I -I I I-1 I I-1 I I=I I I=1 11=1 11=I I I=1 I I=1 I I-111-111 11=III-I I I I I I I I I I I I I I= I I 11=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 -IM. -11 I -III •; • . �. �• : �� . III III' B SECTION ' I I-1 1 1- =1 I I I I 1=1 5 SCALE: 3\4" = V-0 Ti I I , ; ,III , ; PROJECTED (1") CORNER COLUMN BEYOND - SEE A-3 .040 ALUMINUM CAP FLASHING PAINTED TO MATCH CORNICE OVER 5\8" CDX PLY'WD. ON CONT. RIPPED P.T. 2x12 5\8" CDX PLY'WD. SHEATHING ON 2X4 WOOD STUD FRAMING AT 16" O.C. EXTEND ROOFING UP AND UNDER CAP FLASHING I 5\8" CDX PLY'WD. SHEATHING ON 2X4 KICKERS AT 32" O.C. - SEE STRUC. I I �r 4" CONC. SLAB WITH FIBER MESH ON 6 MIL VAPOR BARRIER ON 4" el POROUS FILL - SEE / STRUC. 4" TRIMMED BLOCK INFILL /BEHIND TOP COURSE c TOP OF CMU — PARAPET � III �i " TYP. CORBEL ae 14" - 4" "QUIK-BRIK" HAL -HEIGHT CMU W/ CORR. WALL TIES AT 16" O.C. VERT AND 4" O.C. HORIZ. ON TYVEK H MEWRAP AND 1/2- SHEATHING Fin]�o0 0 I rn i� o LINE OF PROJECTED (1") CORNER COLUMN B OND - SEE A-3 M FLASHING TO WEEP J Q i HOLES AT 32" O.C. _ -c (1)i v'i - TYP. co FINISH SOFFIT HGT. ON PANEL 15 ON 2"x4" STUDS AT 24" O.C. N 2'-0" 4" BLOCK AT SLAB PERIMETER H 'I V w o = = w o z 0 J z w 3 o 0 DE STANDING SEAM METAL AWNING ON 1x1 x.125 ALUM. TUBE FRAME - SEE A-3 FINISH d FLOOR - - - - I I -III -III -III -III � � � •� � � ` � • -1 � I-III-III=III=III=III=III-I � I- III -III -1 � I=III-III ••� : �-.�::���:� I I S I- (—III—III—I IF ALL NONIREINFORCEDI _ _ _ — • _ _ F-1 I I I II=I i I -I I I -I I I -I III-� -III-III-I I I CELLS BELOW GRADE WITH -_- III -III -III -III _III=III=III=1 T-I—I i I—I i I—i (R R14 FI 500 FOAM INSUL.I—I I SEE STRUCTURAL FORFOOTING SIZE I—III=III=111= i I III -III = AND REINF. LI=III I I I � I II i c S ECTI O NII-� - c c o � III �i ae 7Lr\ V w ^ u NU..LN� O L C O X� t v L 101, � 0"L) Fin]�o0 Lo o rn o Y I U toe CUT EDGE SEALANT co M L- °y D J Q •I• _ -c (1)i v'i co o+,� ° ON N 0w a) -40) =0 O • m o `-' T C �000= 0 = V) � oa>v��w3 CL cvo°_°� co L Tom, 3 � CLJ M �aCU ° vo°moo w co >Lo v N'tAOac N z L C BLOCKING CNU t M OL CL O` 4), V 7 ., ` ° L0 L°,�-C C W N ++ O N 7 m C ++ AT 60" O.C. oma°�'�, �w •. ZF-O .cam°r• C F- oma+. 3Q c S ECTI O NII-� - � III �i Y M FW ®~ Fu�j Fin]�o0 �01:11 2 o ooI Y Q U toe CUT EDGE SEALANT Q D ❑ e Z 0) e rN L CUT EDGE SEALANT SYSTEM LAP OVER BLOCKING 00 o� _v C)c 0 STOP - RETURN 8" MIN. Q U0 p ❑ ❑� 00- w e 2x8 P.T. WOOD z R=- g M O BLOCKING t op rn E- 000 L0 c S ECTI O NII-� - � III �i Y — 5 SCALE: 3\4" = 1'-0" m o J Y Q CUT EDGE SEALANT Q D TPO COVER TAPE 60 MIL. TPO MEMBRANE ROOFING CUT EDGE SEALANT SYSTEM LAP OVER BLOCKING .040 ALUMINUM GRAVEL of 0 STOP - RETURN 8" MIN. Q Z p ON ROOF 2" MIN. AT FACE 00- w 2x8 P.T. WOOD z R=- g M O BLOCKING cn D W E- 000 y HANGER BRACKET W ix AT 60" O.C. �w •. ZF-O 6"Dx4 1/2"W .040 STEEL DECK J ~ o ALUM. GUTTER ? ULd V) INN MN O 4"x4" .040 ALUM. > ip ISO RIGID INSULATION CHECKED BY: DOWNSPOUT TAPERED TOP OF MDP I .I BLOCK NGTO .040 ALUM. TRIM r DRAWN BY: SEE STRUCTURAL FOR BOND KELLY U BEAM AND REINFORCING Q ARCHITECTURAL PERMIT 37-2- I JOB NO: SHEET IM DETAIL AT T.P.O. ROOF EDGE SCALE: 3" = 1'-0" - -- 30233 A.5 c) DATE: OF 2Z- 11/30/17 _11/30/17 SHEETS ALUM. COPING TO MATCH QUIK—BRIK CORNICE — TYP. AWNING BELOW 4"x4" DOWNSPOUT CRICKET AT EACH CMU PIER IN PARAPET 0 WALL — TYP. 4" V.T.R. REINFORCED CMU PIER IN PARAPET WALL. COORDINATE 4 1 2' W.x6"H.LOCATION WITH VERTICALLY \ /WALL REINFORCED CELLS IN WALL AND ALUM. GUTTER OPENINGS BELOW — TYP. 04" V.T.R. W.H. VENT WALK—IN O COOLER CONDENSERS 4" V.T.R.FAN—B \\\T.P.O. ROOF ON ISO RIGID "MULTI—MAX FA" O 0 (OR EQUAL) INSULATION (R-23.6) ON STEEL DECK RTU -D � — r- q u r- O /O \ m FAN—A / \ 9� m \ 4" V.T.R. < 2 0 00 00 \ / I I 1 4" CANT — TYP. \ 1 1 I R / RTU -B TU -C I f \ � � 41 7 / CRICKET TYP. ALUM. COPING TO MATCH QUIK—BRIK CORNICE — TYP. 4" CANT — TYP: R 0 0 F P L A N PERMIT SCALE: 1\4"=l' -O" 4"x4" DOWNSPOUT AWNING BELOW C 0 C L (A p + oU�a�Oi°'v w 8 t c O ox) v _ �j�'oa" U K' C o ..F � � o ai = v N L +�' Lo co Lo rn 0 ci copoJ po Lvm" Q o rn3=30N X_ vi o on 04- 0) 0 0) O LaJ N O 0-0 2� M o `-' T C o4),4)'L0 _ m 00 3 (n N ta7._O a °- co ° ,,•� 3 ai a � p �a>� C o a� to Do o )LO "O D Lo 0'FA oacN M:3 0) L Y .. w O 3 X.2:5 cr M LONOLCi � u 0 y O C _c C 0 ++ O q):3 W L- C 1 0 0-04' ' T L L 0t L C F- oWZ 3Q CL Li - 0 O w Y JOB N0: Of m I � Y 0 � Q 0 OF 27_ 3f L -j J Ix� m �Q Q oa �Of Q M O c w 00Ld v, o 00 e S] ae QwQ U Lf) O I U M Ny F Z N Lm o0IR40 -v o Fo%l U C Fz�LL IR X f e co o0 cr) L0 CL Li - 0 O w Y JOB N0: Of m I � Y 0 � Q 0 OF 27_ 3f L -j J Ix� m �Q Q oa �Of Q M O c w 00Ld ..gw O 0 w �Q QwQ Z) U M Ny O CHECKED BY: MDP DRAWN BY: KELLY ARCHITECTURAL JOB N0: SHEET 30233 A�6 DATE: OF 27_ 11/30/17 SHEETS i U V) p m Q. 0 0 3 0 w M 0 N (56 I- 0 0) DMS. 2. SITE WORK SECTION 02200 -TERMITE CONTROL PART 1 GENERAL �1) IF THE PROJECT IS LOCATED IN AN AREA THAT DOES NOT HAVE TERMITE OR OTHER WOOD BORING INSECTS, AND SIMILAR PROJECTS IN THE AREA DO NOT REQUIRE TREATMENT, NOTIFY THE OWNER PRIOR TO BID DATE FOR AN EXCEPTION TO THIS REQUIREMENT. � 2) TREATMENT SHALL BE PROVIDED BY TERMINIX, ORKIN, OR ANOTHER COMPANY AS APPROVED BY THE OWNER DURING THE BIDDING PROCESS. (3) INSTALLER SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE IN SUCH INSTALLATIONS. THE CHEMICALS USED SHALL BE APPROVED BY FEDERAL, STATE, AND LOCAL AUTHORITIES. (4) THE TREATMENT SHALL BE CONSIDERED "PRE -CONSTRUCTION" TYPE.000RDINATE THE PLACEMENT OF ALL CHEMICALS WITH OTHER TRADES WORKING ON THE PROJECT. PROVIDE ADEQUATE VENTILATION FOR THE PROTECTION OF ALL WORKMEN. (5) ONLY THE PORTION UNDER THE BUILDING AND EXTENDING 5'-0" BEYOND THE OUTSIDE FACE OF THE BUILDING SHALL BE TREATED. ALL OTHER PORTIONS OF THE PROJECT SITE ARE EXCLUDED FROM TREATMENT. (6) CHEMICALS SHALL BE APPLIED BEFORE THE SLAB ON GRADE AND ADJACENT SIDEWALKS ARE POURED, BUT AFTER ALL BACKFILLING AND UTILITY TRENCHING IS COMPLETE. (7) CHEMICALS SHALL BE COMPATIBLE WITH THE FOUNDATION INSULATION (STYROFOAM) IF APPLICABLE. (8) INSTALLER SHALL PROVIDE A STANDARD WRITTEN WARRANTY TO THE OWNER. AT A MINIMUM, WARRANT AGAINST TERMITE INFESTATION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION, INCLUDING TREATMENT OF TERMITE PROTECTION AND ALL REPAIRS WITHOUT COST TO THE OWNER. PART 2 PRODUCTS (1) SOIL TREATMENT CHEMICALS AND INSTALLATION SHALL BE PROVIDED BY A LOCAL COMPANY REGISTERED WITH THE STATE TO PROVIDE AND INSTALL TERMITE PROTECTION. PART 3 EXECUTION 1 APPLY CHEMICALS TO THE SOIL UNDER AND AROUND TH () U D E BUILDING IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. CHEMICALS SHALL BE DELIVERED TO THE SITE IN NEW CONTAINERS THAT CLEARLY STATE THE ACTIVE INGREDIENTS ON THE LABEL. (2) APPLY CHEMICALS AT THE RATE RECOMMENDED FOR PRE -CONSTRUCTION, SLAB- ON -GRADE WORK. MINIMUM RATES SHALL BE 1.5 GALLONS PER 10 SQUARE FEET AS AN OVERALL TREATMENT UNDER THE SLAB AREAS AND 2 GALLONS PER 5 LINEAL FEET ALONG FOUNDATION WALLS AND OTHER VERTICAL PENETRATIONS. UTILITY TRENCHES SHALL RECEIVE SPECIAL TREATMENT WITHIN THE BUILDING AND 5' BEYOND THE FOUNDATION WALLS. (3) PROVIDE NECESSARY EQUIPMENT AND SERVICES TO PLACE THE CHEMICALS AT SOIL DEPTH TO ADEQUATELY PROTECT FROM SUBTERRANEAN TERMITE INFESTATION. APPLY CHEMICALS BEFORE THE INSTALLATION OF THE POROUS FILL AND VAPOR BARRIER. SECTION 02300 - PAVING AND SURFACING PART 1 GENERAL (1) SEE ENGINEERED SITE PLAN FOR SITE SPECIFIC INFORMATION REGARDING PAVING TYPES AND SPECIFICATIONS. 2 ALL RIGHT-OF-WAY WORK SHALL COMPLY WITH THE REQUIREMENTS UIREMENTS OF THE AGENCY THAT CONTROLS THE RIGHT OF WAY. (3) SUBGRADE FILLS, BACKFILLS AND COMPACTION FOR ALL CONSTRUCTION SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE "SUBSURFACE INVESTIGATION REPORT" AS SUPPLIED BY THE OWNER OR PER LOCAL CODE, THE MOST STRINGENT CONTROLLING. DMSION 3. CONCRETE SECTION 03010 -POURED-IN-PLACE CONCRETE (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) PART 1 GENERAL (1) ALL FOOTINGS SHALL BE IN UNDISTURBED SOIL OR COMPACTED AND TESTED FILL. SEE SUBSURFACE INVESTIGATION REPORT PROVIDED BY OWNER FOR MORE DETAILS. ELEVATIONS ON PLAN ARE MINIMUM DEPTHS. COMPACTION UNDER FOOTINGS SHALL BE PER THE SUBSURFACE INVESTIGATION REPORT OR LOCAL REQUIREMENTS WHICHEVER IS MORE STRINGENT. (2) PROVIDE CONCRETE TESTING IN COMPLIANCE WITH ANY LOCALLY REQUIRED SPECIAL INSPECTIONS. PART 2 PRODUCTS (1) STRENGTH: STRUCTURAL CONCRETE: DUMPSTER APPROACH AND PAD: 4,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. BUILDING SLAB, FOOTINGS AND OTHER EXTERIOR FLATWORK CONCRETE: 3,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. (2) CEMENT: ASTM C-150 TYPES I & II. (3) WATER: POTABLE, WITH A MAX SLUMP OF EIGHT (8) INCHES FOR BLOCK FILL, THREE (3) INCHES PLUS OR MINUS ONE INCH FOR SLABS ON GRADE AND FOUR (4) INCHES PLUS OR MINUS ONE (1) INCH FOR ALL OTHER CONCRETE. (4) AGGREGATES: ASTM C-33 MAXIMUM SIZE 1-1/2" FOR FOOTINGS AND 3/4" MAXIMUM FOR ALL OTHER EXCEPT THAT LOCAL AGGREGATES WHICH HAVE BEEN PROVEN BY TESTS AND ACTUAL SERVICE MAY BE USED WHEN APPROVED BY THE OWNER. A5 CONCRETE SHALL BE TRANSIT MIXED IN COMPLIANCE WITH ACI 301 304 318 AND AST C94. IR ENTRAINMENT SHALL BE PER ASTM C- 260. M (6) ADMIXTURES: ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR ENTRAINING AGENT SHALL BE NEUTRALIZED VINSOL RESIN CONFORMING TO ASTM C-260. WATER REDUCING AGENT SHALL BE POZZOLITH BY MASTER BUILDERS CO. CONFORMING TO ASTM C-494 OR EQUAL. ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE OWNER. ADMIXTURES TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTH OF THE CONCRETE. ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. (7) REINFORCING BARS: ASTM A615, GRADE 60 WITH DEFORMATIONS CONFORMING TO ASTM A615-60. ALL #3 BARS AND TIES SHALL BE MINIMUM GRADE 40. DETAILING FABRICATION AND ERECTION OF REINFORCING BARS SHALL FOLLOW THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 - LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY ABOVE THE GROUND. ALL VERTICAL STEEL SHALL BE CENTERED UNLESS NOTED OTHERWISE, AND SHALL BE ADEQUATELY TIED TOP AND BOTTOM. ALL REBAR BENDS SHALL BE MADE COLD. LAP ALL BARS AS NOTED ON STRUCTURAL PLANS WHERE FULL REINFORCING DETAILS CAN BE FOUND. 8 PROTECTIVE COVER FOR STEEL SHALL BE THREE 3 INCHES BOTTOM AND SIDES OF DIRT TRENCHES, TWO (2) INCHES TOP EXPOSED TO WEATHER. (9) FORMWORK: ALL WOOD FORMS SHALL BE FREE FROM DEFECTS WHEN CONCRETE IS EXPOSED. ALL WOOD FORMS AND STAKES SHALL BE COMPLETELY REMOVED. (10) GRANULAR/POROUS FILL: IF AVAILABLE, PROVIDE CRUSHED LIMESTONE OR RIVER GRAVEL, THREE UARTER3 OR 4 INCH MAXIMUM. CLEAN COARSE GRAINED SAND OR OTHER GRAVELS FREE FROM CLAY, LOAM, OTHER ORGANIC MATTER MAY BE USED IF APPROVED BY THE OWNER. 11 VAPOR BARRIER: 6 -MIL THICK PLAIN POLYETHYLENE SHEETING. LAP END AND SIDE JOINTS SIX )INCHES AND COMPLETELY SEAL JOINTS. INSTALL OVER GRANULAR FILL, UNLESS OTHERWISE INDICATED BY SUBSURFACE INVESTIGATION REPORT. (12) ALL PROJECTING CORNERS, HORIZONTAL AND VERTICAL, INCLUDING ALL SLAB AND FLATWORK, SHALL HAVE A 3/4" RADIUS. (13) NO CONDUITS SHALL BE PLACED IN THE SLAB. ON GRADE CONDUIT AND PIPING SHALL BE RUN UNDER SLAB AND SHALL ONLY PENETRATE THE SLAB VERTICALLY WITH APPROPRIATE PROTECTION. ALL PENETRATIONS THROUGH THE SLAB SHALL BE SEALED. (14) REINFORCE BUILDING SLAB WITH FIBERMESH MD (MULTIDESIGN) ADDED TO THE CONCRETE AT A RATE OF 1.5 POUNDS PER CUBIC YARD, POURED OVER PROPERLY PREPARED SUBGRADE UNLESS NOTED OTHERWISE ON THE PLANS. PART 3 EXECUTION (1) CONCRETE SHALL NOT BE PLACED ON MUDDY OR FROZEN GROUND. INTERIOR SLABS ON GRADE SHALL NOT BE PLACED UNTIL ALL DANGER OF FROST HAS PASSED. BEFORE POURING AGAINST SET CONCRETE, THE HARDENED SURFACE SHALL BE CAREFULLY CLEANED AND WETTED. (2) NOTIFY TESTING AGENCY IF LOCAL SPECIAL INSPECTIONS ARE REQUIRED, A MINIMUM OF 24 HOURS BEFORE COMMENCEMENT OF OPERATIONS. (3) FINISH: FLOOR SLAB SHALL BE STEEL TROWELED TO A SMOOTH PLAIN SURFACE, FREE OF SCORE MARKS, GROOVES, AND DEPRESSIONS. VARIATIONS IN SURFACE SHALL NOT BE MORE THAN ONE-QUARTER (1/4) INCH IN TWELVE (12) FEET. WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER THE TROWEL, IT SHALL BE GIVEN A SECOND TROWELING TO PRODUCE A SMOOTH DENSE SURFACE. THE APPLICATION OF ADDITIONAL CEMENT OR "DRYER" IS EXPRESSLY PROHIBITED. (4) PROTECT CONCRETE AGAINST FROST, WIND, RAIN, ICE, AND RAPID DRYING. KEEP MOIST FOR AT LEAST SEVEN DAYS AFTER PLACING. DURING THIS PERIOD THE CONCRETE SHALL BE MAINTAINED AT TEMPERATURES BETWEEN 50° AND 80' F. FLOOR SHALL BE CURED BY WETTING AND COVERING WITH SAND OR SIX (6) MIL VISQUEEN, OR APPLY SONNEBORNE LIQUID CURING COMPOUND THAT IS COMPATIBLE WITH TILE MORTAR AND THINSET, OR EQUAL. TEMPERATURE SHALL BE MAINTAINED BY PLACING SHEET INSULATION OVER THE SLAB. (5) SAW CUT CONCRETE WITHIN 24 HOURS OF PLACING, CUT 1/4" DEEP. (6) BUILDING SLAB SHALL TAPER TOWARDS FLOOR DRAINS 1/4- PER FOOT IN THE LAST 2'-0" FOR DRAINAGE. (7) CONCRETE WALKS & PORCHES: CONCRETE SHALL BE FOUR (4) INCHES THICK WITH PERIMETER EDGE THICKENED AS SHOWN ON PLANS. AIR ENTRAINED AND POURED OVER PROPERLY PREPARED SUBGRADE. UNLESS NOTED OTHERWISE ON THE PLANS, POUR TO UNIFORM SURFACE AND FINISH WITH A MEDIUM FINE BRUSH. SLOPE AWAY FROM BUILDING TO ALLOW FOR DRAINAGE (1/4" PER FOOT MAXIMUM AND 1/8" PER FOOT MINIMUM). SEE PLANS FOR TOOLING AND JOINING. PORCHES AT THE ENTRANCE TO THE BUILDING SHALL HAVE RIVER ROCK - PEA GRAVEL AGGREGATE (3/4" MAX). THE AGGREGATE SHALL BE EXPOSED WITH WATER AND A BRUSH. AFTER CURING FOR 5 DAYS APPLY MASONRY SEALER TO THE SURFACE OF THE PORCH. (8) CONCRETE DUMPSTER PAD: CONCRETE SHALL BE A MINIMUM OF 6" THICK PERIMETER EDGES THICKENED TO PROVIDE SUPPORT FOR ENCLOSURE. SEE DETAILS ON SITE PLANS. LOCATION AND SIZE TO BE SPECIFIED ON THE FINAL APPROVED SITE PLAN. i9) DUMPSTER APPROACH PAD: CONCRETE SHALL BE A MINIMUM OF SIX (6) INCHES THICK. PAD SHALL BE THE WIDTH OF THE DUMPSTER PAD AND A MINIMUM OF 20' LONG. (10) COLD WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS 404 OR BELOW OR EXPECTED TO -DROP BELOW 40' F WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) ADEQUATELY HEAT ALL MATERIAL. NO FROZEN INGREDIENTS SHALL BE USED. b) TEMPERATURE OF THE DELIVERED CONCRETE SHALL BE 70117 +/- 10°F c) CONCRETE SHALL NOT COME INTO CONTACT WITH FROZEN GROUND OR FORMS. a) CONCRETE WHEN PLACED SHALL HAVE A SLUMP NOT TO EXCEED FOUR INCHES. b) DURING PLACING AND FINISHING, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE OF 50 F OR ABOVE, BUT NOT MORE THAN 80'. c) TROWELING SHALL BE DELAYED IN ORDER TO AVOID BRINGING AN EXCESS OF FINES TO THE SURFACE. d) DURING PLACEMENT AND FINISHING, SLABS SHALL BE PROTECTED FROM WIND TO PREVENT LOSS OF HEAT AND RAPID DRYING. e) SUDDEN COOLING OF AMBIENT AIR TEMPERATURE IN EXCESS OF 20' F IN ANY 24 HOUR PERIOD, SHALL NOT BE ALLOWED. DURING THIS PERIOD THE CONCRETE SHALL NOT BE ALLOWED TO DROP TO A TEMPERATURE BELOW 40°. f) NEWLY FINISHED FLATWORK SHALL BE COVERED AND PROTECTED DURING COLD WEATHER FOR AT LEAST 14 DAYS AGAINST EXPOSURE TO RAIN, SLEET AND ICE. DURING THE ENTIRE PROTECTION PERIOD, ADEQUATE MEANS SHALL BE PROVIDED TO PREVENT LOSS OF MOISTURE FROM THE CONCRETE SURFACE. (11) HOT WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS ABOVE 80' OR IS FORECAST TO RISE ABOVE THAT TEMPERATURE WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) STOCKPILED AGGREGATES SHALL BE SATURATED AND THE SURFACE KEPT MOIST BY INTERMITTENT SPRINKLING OR CONTINUOUS FOG SPRAY. b) MIXING WATER SHALL BE KEPT COOL. c) WHEN NECESSARY TO PRODUCE AND MAINTAIN CONCRETE AT AN ACCEPTABLE TEMPERATURE, CHOPPED OR CRUSHED ICE UP TO A LIMIT OF 50% OF THE REQUIRED WATER MAY BE ADDED AT A RATE AND IN A MANNER THAT IT WILL BE COMPLETELY MELTED DURING THE MIXING PERIOD. d) THE CEMENT FACTOR REQUIRED BY THE DESIGN MIX SHALL BE INCREASED AS NECESSARY TO MAINTAIN THE SPECIFIED WATER CEMENT RATIO WHENEVER ADDITIONAL WATER IS ADDED TO COMPENSATE FOR LOSS OF SLUMP DURING TRANSPORTATION, HANDLING, OR PLACING. e) RETARDING ADMIXTURES MAY BE ADDED WITH THE APPROVAL OF THE OWNER. f) TEMPERATURE OF THE CONCRETE WHEN PLACED SHALL NOT EXCEED 85'. g) FORMS, REINFORCING, AND SUBGRADE SHALL BE WETTED IMMEDIATELY BEFORE CONCRETE IS PLACED. WETTING DOWN AREAS AROUND THE POUR IS RECOMMENDED TO REDUCE AIR TEMPERATURE AND INCREASE HUMIDITY. h) PLACING AND FINISHING SHALL BE DONE AS QUICKLY AS POSSIBLE. ADEQUATE MANPOWER AND EQUIPMENT SHALL BE AVAILABLE TO HANDLE AND PLACE THE CONCRETE IMMEDIATELY AFTER ITS MIXING OR DELIVERY TO THE SITE OF THE WORK. i) CONCRETE SHALL BE PLACED TO AVOID COLD JOINTS. j) IN EXTREMELY HOT WEATHER, OR IN VERY DRY AND/OR WINDY WEATHER, SUNSHADES, WIND BREAKS OR FOG NOZZLES, OR A COMBINATION OF SUCH ITEMS, WILL BE REQUIRED DURING FLAT SLAB OPERATIONS. k) CONCRETE SHALL BE KEPT COOL AND MOIST DURING THE CURING PERIOD. INITIAL CURING MEDIA SHALL BE PLACED WITHIN 20 MINUTES OF FINAL FINISHING OF EACH AREA. (1) FORM REMOVAL: FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. THE TIME OF REMOVAL SHALL BE GOVERNED BY THE WEATHER AND LOCAL CONDITIONS, BUT SHALL GENERALLY STAY IN PLACE A MINIMUM OF FOUR DAYS. AN2 AFTER FORM REMOVAL RUB SMOOTH AND KNOCK OFF ROUGH PLACES, LOOSE CUT OUT ALL L SE D HONEYCOMBED CONCRETE TO SOLID CONCRETE; FILL ALL VOIDS WITH CEMENT MORTAR, RUB TO MATCH ADJACENT SURFACES, AND COMPLETELY CONCEAL. THERE SHALL BE NO SHARP EDGES PRESENT ON ANY CONCRETE FLATWORK. DMSION 4. MASONRY (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTION 04200 - CONCRETE MASONRY UNITS PART 1 GENERAL (1) MANUFACTURER: OBTAIN UNITS FROM ONE MANUFACTURER, OF UNIFORM TEXTURE AND COLOR FOR EACH KIND REQUIRED. (2) CRAFTSMANSHIP: ALL MASONRY SHALL BE MADE WATERPROOF BY QUALITY CRAFTSMANSHIP AND INSTALLATION OF THE SPECIFIED MATERIALS. (3) SHIPPING: ALL MASONRY UNITS SHALL BE PACKAGED, SHIPPED AND TRANSPORTED IN A MANNER TO MINIMIZE CHIPPING AND DAMAGE TO THE UNITS. ALL UNITS DAMAGED IN TRANSIT SHALL NOT BE INCORPORATED INTO THE FINALLY EXPOSED WALLS. (4) COORDINATION: THE DESIGN CALLS FOR CLOSE TOLERANCES AT ALL WINDOW AND DOOR OPENINGS AND AT CERTAIN DESIGN FEATURES. CONSULT THE DRAWINGS AND COORDINATE THE MASONRY CONSTRUCTION WITH MASONS AND OTHER TRADES. (5) PROTECTION: THE TOPS OF ALL WALLS AND ALL COMPLETED WALLS SHALL BE COVERED AT NIGHT AND AT ALL TIMES OF PRECIPITATION TO PREVENT WATER SNOW OR ICE FROM ENTERING THE WALL CAVITY OR FROM DAMAGING THE EXTERIOR SURFACE. ALL PROTECTIONS SHALL BE HELD FIRMLY IN PLACE AGAINST WIND DISPLACEMENT. (6) COLD WEATHER PRECAUTIONS: DO NOT LAY MASONRY IN LESS THAN 40' F OR EXPECTED LOWER TEMPERATURES UNLESS SUITABLE MEANS ARE PROVIDED TO HEAT THE MATERIALS AND TO PROTECT THE UNCURED MORTAR FROM FROST DAMAGE. NO ANTIFREEZE COMPOUNDS OR CALCIUM CHLORIDE MAY BE ADDED TO THE MORTAR AT ANY TIME. REMOVE SNOW AND ICE FROM ALL PREVIOUSLY LAID MASONRY BY ELEVATING THE TEMPERATURE OF THE AIR AROUND IT; DO NOT HEAT THE MASONRY DIRECTLY. CONSULT ARCHITECT AND/OR CONSTRUCTION MANAGER FOR PROTECTION/HEATING REQUIREMENTS IF MASONRY IS TO BE LAID IN COLDER THAN 40' F WEATHER. IF ICE CRYSTALS FORM ON THE SURFACE OF THE MORTAR DURING THE TOOLING AND COMPRESSING STAGE, RAKE THE MORTAR OUT TO A DEPTH OF 1/2" AND COVER WALL. WHEN AIR TEMPERATURES RECOVER ABOVE 40°F AND WILL NOT FALL BELOW 32° F AGAIN WITHIN 12 HOURS, TUCK POINT THE RAKED JOINT WITH FRESH MORTAR, TOOL AND COMPRESS. 7 HOT WEATHER PROTECTION: IF THE JOB SITE AIR TEMPERATURE IS ABOVE OVE 80 F DURING THE WORK DAY, MORTAR SHALL BE PLACED IN FINAL POSITION WITHIN ONE HOUR AFTER MIXING. PART 2 PRODUCTS 1 CONCRETE MASONRY UNITS: ASTM C90 GRADE N TYPE I LOAD BEARING MOISTURE CONTROLLED UNITS OR AS CALLED FOR ON DRAWINGS. SOLID UNITS ASTM C145 OR C55. NOMINAL FACE DIMENSION BY THICKNESS AS INDICATED. DRYING SHRINKAGE SHALL NOT EXCEED 0.10% FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426, LATEST ADDITION. (2) PROVIDE JAMB AND END UNITS, BOND BEAMS, HALF UNITS, SOLID UNITS, PILASTER BLOCKS OTHER SPECIAL AND UNITS AS REQUIRED FOR A COMPLETE INSTALLATION. Q ALL CELLS IN RETAINING A FILLED SOLID WITH 3000 GROUT FILL. ALL CELLS WALLS SHALL BE # CONTAINING REBAR SHALL BE FI WITH 3000 GROUT FILL AND SHALL NOT CONTAIN CONDUIT OR ELECTRICAL ECTRICAL BOXES. BOND BEAMS SHALL BE CONSTRUCTED OF DOUBLE OPEN ENDED BOND BEAM BLOCK WITH REINFORCING BAR(S). 3 NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. 4 LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C331. (5) DRYING SHRINKAGE SHALL NOT EXCEED 0.10 % FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426 LATEST ADDITION. (6) MORTAR: TYPE M FOR MASONRY IN CONTACT WITH THE EARTH, TYPE S FOR EXPOSED MASONRY WALLS. MIX IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO ANTIFREEZE LIQUID, SALTS OR OTHER SUBSTANCES SHALL BE USED IN THE MORTAR OR GROUT TO LOWER THE FREEZING POINT. MORTAR COLOR SHALL BE GRAY UNLESS OTHERWISE NOTED. COMPRESSIVE STRENGTH OF THE MORTAR AT 28 DAYS SHALL BE: A. TYPE M-2500 PSI B. TYPE S-2000 PSI (7) WATER MORTAR: WHERE MASONRY WILL BE SUBJECT TO EXCESSIVE MOISTURE OR NORMAL HYDROSTATIC PRESSURES (I.E. BELOW GRADE, RETAINING WALLS) A WATER MORTAR SUCH AS HYDROCIDE POWDER, A PRODUCT OF SONNEBORN-REXNORD, SHALL BE ADDED TO THE MORTAR PER THE MANUFACTURER'S RECOMMENDATIONS. (8) ALL BOND BEAMS, FILLED HORIZONTAL ELEMENTS, VERTICALLY REINFORCED MASONRY BLOCK CELLS AND SIMILAR CONDITIONS SHALL BE FILLED WITH 3,000 PSI CONCRETE, NOT MORTAR, OR AS CALLED FOR ON THE STRUCTURAL DRAWINGS. AGGREGATE SIZE SHALL BE 3/8" OR 1/2" AT THE CONTRACTOR'S OPTION. (9) FLASHING: 45 MIL CURED EPDM. LAP ALL JOINTS 12". (10) BOND BREAKER STRIP: 15# ASPHALT ROOFING FELT ASTM D226. (1 1) PRE -MOULDED CONTROL JOINT STRIPS: SOLID RUBBER DESIGNED TO FIT STANDARD BLOCK AND MAINTAIN LATERAL STABILITY. PART 3 EXECUTION (1) PREPARATION: LAYOUT AND COURSE ALL MASONRY TO CONFORM TO THE DRAWINGS AND THE VARIOUS ELEMENTS TO BE INCORPORATED. ESTABLISH LOCATIONS OF ALL ANCHORS, TIES, REINFORCING, LINTELS, ETC. AND COORDINATE WITH OTHER TRADES. NO EXPOSED CUT ENDS WILL BE ALLOWED. NO CORES SHALL BE EXPOSED, USE A CORNER UNIT WITH FACING. 2 DO NOT WET CONCRETE MASONRY UNITS PRIOR TO LAYING. (3) FACE UNITS IN VERTICAL WALLS SHALL BE LAID IN A STANDARD RUNNING BOND, EXCEPT AS SPECIFICALLY NOTED ON THE DRAWINGS. EXPOSED MASONRY SHALL BE LAID WITH VERTICAL JOINTS PLUMB AND ALIGNED. (4) JOINTS: SHALL BE NOMINAL 3/8" WIDE VERTICALLY AND HORIZONTALLY. JOINTS ON ALL EXPOSED MASONRY SHALL BE TOOLED AND COMPRESSED CONCAVE. WHEN MORTAR IS THUMBPRINT HARD, USE A ROUND JOINTER/TOOLER TO PRODUCE JOINT. MORTAR SHALL BE HARD AND FIRMLY COMPRESSED. SHRINKAGE AND OTHER TYPE CRACKS WILL NOT BE ACCEPTABLE AND MUST BE REPAIRED IN AN APPROVED MANNER. JOINTS SHALL BE WEATHER TIGHT. WHERE FRESH MASONRY JOINS PARTIALLY SET MASONRY, REMOVE LOOSE UNITS AND MORTAR, CLEAN AND LIGHTLY WET CONTACT SURFACES. STOP HORIZONTAL RUNS BY RACKING BACK ONE HALF (1/2) UNIT IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. (5) MORTAR SHALL BE PLACED IN ITS FINAL POSTION WITHIN TWO HOURS OF MIXING. MORTAR DROPPINGS SHALL BE REMOVED AS THEY OCCUR, AND SHALL NOT BE ALLOWED TO HARDEN ON EXPOSED FACES. DO NOT ALLOW MORTAR TO DROP INTO THE EMPTY CELLS. (6) LOCATIONS FOR CONTROL JOINTS SHALL BE ONLY AS LOCATED ON DRAWINGS OR AS APPROVED BY ARCHITECT IN THE FIELD. CONTROL JOINTS SHALL CONSIST OF UNITS LAID TO A PLUMB, THRU WALL VERTICAL JOINT WITH PERMOLDED RUBBER SEPARATOR AND SEALANT ON EACH SIDE. HORIZONTAL REINFORCING SHALL BE CUT AT THE JOINTS. (7) INSTALLATION: INSTALL MASONRY PLUMB AND TRUE TO LINES IN ALL DIRECTIONS. DISCARD ALL UNITS THAT ARE NOT WITHIN TOLERANCE AS TO SIZE OR SHAPE, ARE CHIPPED, OR OFF COLOR. INSTALL UNITS WITH FINISHED FACE OR SPLIT FACE OUT AS REQUIRED. DO NOT POUND OR HAMMER TO FIT UNITS AFTER THEY ARE IN POSITION. WHEN ADJUSTMENT MUST BE MADE AFTER MORTAR HAS BEGUN TO SET, REMOVE MORTAR AND REPLACE IT WITH FRESH. DO NOT ALLOW MORTAR TO HARDEN ON THE FINALLY EXPOSED PORTIONS OF THE WORK. LAY CMU IN A RUNNING BOND, WITH FULL HEAD AND BED JOINTS. ALL JOINTS SHALL BE UNIFORM IN WIDTH AND THICKNESS. (8) REINFORCING: REFERENCE DRAWINGS FOR MASONRY COLUMNS, VERTICALLY REINFORCED WALLS AND WALL STIFFENERS. CONCRETE FOR VERTICALLY REINFORCED MASONRY SHALL BE ROD VIBRATED AS PLACED, WITH A MAXIMUM FILL OF 6'-0" AT ONE TIME. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS THRU HORIZONTAL BOND BEAMS AT ALL LOCATIONS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL REINFORCING SHALL BE RUST FREE AND LAPPED 48 DIAMETERS MINIMUM. HOLD IN PLACE WITH WIRE ANCHORS OR CHAIRS WHEN FILLING. (9) HORIZONTAL CMU REINFORCING SHALL BE TRUSS TYPE, HOT DIPPED GALVANIZED, COLD DRAWN STEEL CONFORMING TO ANSI/ASTM A82. INSTALL AT 16-O.C. STARTING WITH THE TOP FACE OF THE FIRST COURSE UNLESS NOTED OTHERWISE ON DRAWINGS. ENDS SHALL BE LAPPED 16". PROVIDE PREFORMED CORNER BRACING AND LAP 24". (10) PROTECTION: STOREFRONT AS WELL AS ALL OTHER EXPOSED METALS AND GLASS SHALL BE CAREFULLY PROTECTED SO AS NOT TO BE STAINED BY MORTAR, CEMENT DROPPINGS, CLEANING AGENTS, OR ANY TYPE SPLATTER. ANY DAMAGED ITEMS OR SURFACES WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. (11) CLEANING: MASONRY SHALL BE CLEANED UPON COMPLETION OF ALL WORK. MASONRY CEMENT SHALL BE CLEANED FROM WINDOWS, DOORS, CONCRETE AND OTHER MATERIALS. POINT UP EXPOSED MASONRY VOIDS, CRACKS, AND SURFACE IMPERFECTIONS. USE WATER AND A STIFF WIRE BRUSH TO CLEAN OFF EXCESS MORTAR. DO NO STRIKE OFF SURFACE MORTAR WITH METALLIC OBJECTS AS THIS MAY SPALL OFF THE FINISHED FACE OF THE UNIT CAUSING IT TO BE REPLACED. MASONRY CLEANING PRODUCTS TO BE APPLIED ACCORDING TO MANUFACTURER'S DIRECTIONS. ANY SOLUTION USED SHALL BE ACID AND EFFLORESCENT FREE, SIMILAR TO SURE-KLEAN AS MANUFACTURED BY PROSOCO,INC. WASH OFF ALL TRACES OF CLEANING AGENT WHEN COMPLETE AND FLOOD SURFACE TO REMOVE ALL CONTAMINATES. (12) WATER SEAL & GRAFFITI CONTROL: BLOCK -GUARD & GRAFFITI CONTROL BY PROSOCO. DIVISION 5. METALS (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTION 05100 -STRUCTURAL METe� FRAMING (FOR MISCELLANEOUS ITEMS ONLY) SEE SPECIFICATIONS ON STRUCTURAL DRAWINGS FOR BUILDING STRUCTURAL STEEL. PART 1 GENERAL 1 ALL STRUCTURAL STEEL SHALL CONFORM ORM TO LATEST ASTM SPECIFICATIONS, AISC CODES AND SPECIFICATIONS, AWS D1.1 STRUCTURAL WELDING CODE, AND AWS STAN QUALIFICATION PROCEDURE. (2) ALL STRUCTURAL STEEL ELEMENTS SHALL RECEIVE A SHOP COATING OF A RUST INHIBITIVE PRIMER AND ALL SURFACES, EXCEPT THOSE SURFACES WHERE FRICTION FITTING OR WELDING WILL BE PERFORMED. AFTER CONNECTING, THESE AREAS SHALL BE FIELD PAINTED WITH MATCHING PAINT. ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. PART 2 PRODUCTS (1) ALL MATERIALS SHALL BE RUST FREE, NEW AND SHOP PAINTED. (2) ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 (OR GRADE 55). FORMED WITHOUT HEAT. WHERE BOLTS ARE NOT CALLED OUT, USE 3/4" DIAMETER MACHINE BOLTS. (3) BOLTS SHALL CONFORM TO ASTM A325 -F (FRICTION TYPE). (4) COLD FORMED STEEL TUBING: ASTM A 500, GRADE B. ALL COLUMN ENDS SHALL BE MILLED. (5) EXTERIOR GROUT: GROUT FOR LIGHT POLE BASES, GUARD RAIL INSERTS, AND RELATED CONDITIONS EXPOSED TO THE WEATHER SHALL BE EQUAL TO MASTER BUILDERS MASTERFLOW 713. (6) FOR ITEMS CALLED FOR TO BE GALVANIZED: ASTM A 153 OR ASTM A 386. ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWO COATS OF "GALVANIZED" OR "GALVALOY" COLD GALVANIZED COMPOUND. (7) INTERIOR GROUT: NON -SHRINK METALLIC GROUT EQUAL TO MASTER BUILDERS EMBECO 636 OR EQUAL. (8) HOT FORMED STEEL TUBING: ASTM A500 GRADE B. (9) MISC. FASTENERS: ASTM A 307, GRADE A. (10) STEEL PIPE: ASTM A 53 GRADE "B" OR AS CALLED FOR ON DRAWINGS. (11) STRUCTURAL STEEL SHAPES, COLUMNS, AND ELEMENTS: ASTM A 36 AS A MINIMUM. SEE DRAWINGS FOR OTHER TYPES AND GRADES OF STEEL. (12) WASHERS: ASTM A 325 LARGE CUT TYPE. PROVIDE 2" ROUND WASHERS FOR ATTACHING WOOD ELEMENTS TO ANY STEEL MEMBER, BOLT OR ANCHOR BOLT. (13) WELDING RODS: E60, E70, AND SA -1 AND SA -2 SERIES, AS REQUIRED FOR DIFFERENT MATERIAL REQUIREMENTS. PART 3 EXECUTION (1) FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. MARK AND IDENTIFY ALL ELEMENTS FOR FIELD ASSEMBLY. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. (2) EXPOSED STRUCTURAL ELEMENTS SHALL BE FREE OF MARKS, MILL IDENTIFICATIONS, BURRS, WELDING SPLATTERS, OR OTHER DEFECTS THAT WILL ADVERSELY AFFECT THE EXPOSED SURFACES. SECTION 05400 - LIGHT GAGE METAL FRAMING PART 1 GENERAL (1) ALL METAL FRAMING MEMBERS SHALL BE OF THE TYPES AND SIZES AS INDICATED IN THE PLANS, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. (2) THE OWNER WILL FURNISH LIGHT GAUGE METAL FRAMING MATERIALS FOR THE INTERIOR WALLS. FRAMING FOR EXTERIOR WALLS AND EXTERIOR KNEE WALLS SHALL BE BY THE GENERAL CONTRACTOR SEE STRUCTURAL PLANS). PART 2 PRODUCTS ) (1) ALL FRAMING MEMBERS SHALL BE ASTM 570 GRADE 50, 50,000 PSI MINIMUM YIELD. TRACK SHALL BE 16 GAGE ASTM 570 GRADE 33, 33,000 PSI MINIMUM YIELD. ALL FRAMING MEMBERS SHALL BE PAINTED OR GALVANIZED. PART 3 EXECUTION (1) PROVIDE FIBERGLASS BATT INSULATION IN ALL DOUBLE FRAMING MEMBERS NOT ACCESSIBLE TO THE INSULATION SUB -CONTRACTOR. 2 ALL MEMBERS SHALL BE CUTS SQUARE AND HAVE FULL L BEARING AT UPPER AND LOWER TRACKS. NO SPLICING OF STUDS WILL BE ALLOWED. JACK STUDS SHALL BE INSTALLED BELOW WINDOW SILLS AND ABOVE HEADERS. SECTION 06010 - ROUG H CARPENTRY PART 1 GENERAL (1) GRADING RULES: SOUTHERN PINE - LATEST EDITION OF STANDARD GRADING RULES, SOUTHERN PINE INSPECTION BUREAU SPIB . DOUGLAS FIR WESTERN - LARCH WESTERN HEMLOCK LATEST EDITION OF STANDARD GRADING RULES PUBLISHED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL MATERIAL MANUFACTURED IN ACCORDANCE WITH U.S. PRODUCT STANDARD AND SHALL CARRY GRADE TRADEMARKS ON EACH PIECE. 2 WORKMANSHIP: EMPLOY ONLY SKILLED CARPENTERS. A A ALL CARPENTRY SHALL BE ACCURATELY SET, PLUMB, TRUE, EVEN AND SECURELY FASTENED IN ACCORDANCE WITH REFERENCED STANDARD OR MANUFACTURER'S RECOMMENDATIONS. 3 UNLESS NOTED T () OTHERWISE, ALL REVERSE SLOPE FASCIA FRAMING, FRAMING AROUND WINDOW MULLIONS/STEEL BEAMS, MECHANICAL ROOM ROOF, AND BACK BAR FRAMING SHALL BE WOOD. ALL OTHER FRAMING SHALL BE METAL. PART 2 PRODUCTS (1) MATERIALS: a) JOISTS, BEAMS, PLANKS, RAFTERS, HEADERS: S4S, #2SYP OR #2DF, AIR-DRIED TO A MOISTURE CONTENT OF NINETEEN (19) % OR LESS. b) PLATES, BLOCKING, FURRING, AND BRACING: S4S, #2SYP OR #2 DF OR BETTER. c) STUDS: BEARING FRAMING TO BE NO. 2 SPRUCE - PINE - FIR. NON-BEARING FRAMING TO BE NO. 2 OR BETTER. AIR-DRIED TO A MAXIMUM MOISTURE CONTENT NINETEEN (19)%. BEARING FRAMING STUDS AT SIXTEEN (16) INCHES ON CENTER (U.N.O.).NON -BEARING FRAMING STUDS AT TWENTY-FOUR (24) INCHES ON CENTER (U.N.O.) OR UNLESS LOCAL CODE REQUIRES CLOSER SPACING. d) EXTERIOR WALL SHEATHING SHALL BE 1/2" OSB APPLIED AT RIGHT ANGLE TO THE STUDS WITH SCREWS. SHEATHING SHALL BE APPLIED TO ALL METAL FRAMED EXTERIOR WALL SURFACES. e) PRESERVATIVE TREATMENT: ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN COMPLIANCE WITH AWPA STANDARDS C2, 15% MAXIMUM MOISTURE CONTENT EQUAL TO WOLMAN SALTS BY KOPPERS COMPANY, INC. (1) FASTENERS: ALL ROUGH HARDWARE AND FASTENERS USED ON THE EXTERIOR SHALL BE CORROSION RESISTANT AND NON -STAINING. UNLESS CALLED OUT OTHERWISE, THEY SHALL BE GALVANIZED OR STAINLESS STEEL. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLABLE IRON WASHERS FOR ALL BOLTS DESIGNED TO ACT IN TENSION, SUCH AS HOLD DOWN ANCHORS. PART 3 EXECUTION (1) ALL DIMENSIONS AND MEASUREMENTS SHALL BE FIELD VERIFIED TO PRODUCE PROPER FIT AND FUNCTION. ALL MEMBERS SHALL BE SELF FITTING WITHOUT FILLERS. FASTENERS AND ANCHORAGES SHALL BRING THE MEMBERS INTO A TIGHT FIT WITHOUT MOVEMENT WHEN A DEAD AND LIVE LOAD ARE SUPERIMPOSED. (2) ALL FRAMING LUMBER, BLOCKING, STUDS, JOISTS AND RELATED MEMBERS SHALL BE CLOSELY FITTED WITH SQUARE OR SHAPED ENDS, ACCURATELY SET TO REQUIRED LINES AND LEVEL, PLUMB AND TRUE IN ALL DIMENSIONS. MEMBERS ON A SLOPE SHALL BE ACCURATELY CUT TO FIT THE ANGLES. ALL WOOD MEMBERS SHALL BE NAILED OR BOLTED TO THE ABUTTING MATERIAL TO HOLD THEM FIRMLY IN PLACE. NO FRAMING MEMBER SHALL BE DIMINISHED IN CROSS SECTIONAL AREA TO ACCOMMODATE PIPES, WIRES, OR CONDUITS. BOLT HOLES SHALL BE THE SAME SIZE AS THE NOMINAL SIZE OF THE BOLT USED. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. PRE- DRILL ALL HOLES FOR 20D AND LARGER NAILS AND ALL LAG BOLTS. CENTER ALL BORED HOLES IN WALL FRAMING. (3) PROVIDE WOOD BLOCKING TO SUPPORT SHELVES, CASEWORK, PAPER TOWEL DISPENSERS, FIRE EXTINGUISHERS, GRAB BARS, MIRRORS, AND ELECTRICAL/ PLUMBING/ AND HVAC ITEMS AS NOTED ON PLANS AND AS REQUIRED. SECTION 06200 - FINISH CARPENTRY PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO SET MINIMUM STANDARDS FOR MATERIALS AND INSTALLATION OF ALL INTERIOR AND EXTERIOR FINISH CARPENTRY, INCLUDING CABINETWORK AND TOPS. PART 2 PRODUCTS (1) SEAL ALL COUNTERTOPS TO ADJACENT SURFACES WITH SILICONE SEALANTS ONLY. PART 3 EXECUTION (1) GLUES AND ADHESIVES SHALL BE KEPT OFF EXPOSED SURFACES TO RECEIVE STAIN OR PAINT. (2) ALL INTERIOR AND EXTERIOR JOINTERY SHALL BE TO VERY CLOSE TOLERANCES WITH EQUAL FITTINGS. FILL ALL JOINTS BEFORE FINISHING. SECTION 07200 - INSULATION PART 1 GENERAL (6) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR INSULATION PRODUCTS AND THEIR INSTALLATION. PART 2 PRODUCTS (1) MATERIALS: a) ROOF: 4" POLYISOCYANURATE FOAM INSULATION R VALUE 23.6 COMPLYING WITH ASTM C1289-95 CLASS 1, TYPE II. b) FRAMED EXTERIOR WALLS: TYPE III, CLASS A FIBERGLASS BATT INSULATION R VALUE 13 AS SHOWN ON DRAWINGS. INSULATION SHALL HAVE REINFORCED FOIL LAMINATE OR VAPOR BARRIER TO THE WARM SIDE ABOVE CEILING AND KRAFT PAPER BACKED IN ENCLOSED WALLS. FILL ALL VOIDS IN EXTERIOR WALLS AS SHOWN ON PLANS. INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPED RATING OF LESS THAN 450. c) MASONRY EXTERIOR WALLS: CORE -FILL 500, TWO COMPONENT SYSTEM CONSISTING OF AMINO-PLAST RESIN AND A CATALYST FOAMING AGENT SUFACANT. THESE COMPONENTS ARE RATIOED, COMBINED AND PROPELLED WITH COMPRESSED AIR INTO ALL MASONRY CAVITIES THROUGH HOLES DRILLED IN MORTAR JOINT. R VALUE FOR 8" BLOCK WITH 60 LBS. DENSITY SHALL BE 14.2. TO BE PROVIDED AND INSTALLED BY CORE -FILL. PART 3 EXECUTION (1) INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FILL ALL AREAS AROUND VOIDS, PIPES, BETWEEN STRUCTURAL ELEMENTS AND AS CALLED FOR ON DRAWINGS. PACK ALL VOIDS COMPLETELY WITH INSULATION. DO NOT COMPRESS AS THE R- VALUE WILL BE LOWERED AS THE DENSITY INCREASES. PART 1 GENERAL 1 THIS SECTION INCLUDES: a) INSULATION BOARDS. b) BASE SHEET. c) MEMBRANE SHEET. (1) DELIVERY, STORAGE, AND HANDLING a) KEEP ROOFING MATERIALS DRY DURING DELIVERY, STORAGE AND DURING ROOFING INSTALLATION. (1) WARRANTIES a) SUBMIT MANUFACTURER'S STANDARD LIMITED PRODUCT WARRANTY SIGNED BY THE MANUFACTURER'S AUTHORIZED OFFICIAL, GUARANTEEING TO CORRECT FAILURES IN PRODUCT WHICH MAY OCCUR DURING THE INDICATED WARRANTY PERIOD, WITHOUT REDUCING OR OTHERWISE LIMITING ANY OTHER RIGHTS TO CORRECTION WHICH THE OWNER MAY HAVE UNDER THE DOCUMENTS. i) 12 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. b THESE WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHT THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNaER THE CONTRACT DOCUMENTS. PART 2 PRODUCTS (1) MANUFACTURER - BUILT-UP ROOF a) PROVIDE PRODUCTS COMPLYING WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS AND MADE BY ONE OF THE FOLLOWING OR EQUAL (IF APPROVED BY OWNER): i) CELOTEX CORPORATION. ii) GAF BUILDING MATERIALS CORPORATION. iii) MANVILLE ROOFING SYSTEMS, A DIVISION OF SCHULLER INTERNATIONAL, INC. iv) US INTECH, INC. (1) SHEET MATERIALS a) INSULATION: SEE SECTION 07200. INSULATION MUST BE APPROVED BY MANUFACTURER. MECHANICALLY FASTEN INSULATION AND BASE SHEET TO THE DECK WITH THE JOINTS STAGGERED IN ONE DIRECTION, OFFSET JOINTS BETWEEN LAYERS. b) BASE SHEET: INTEC MODIFIED BASE PLUS OR EQUAL. HEAVY DUTY GLASS FIBER REINFORCED BASE SHEET, COATED WITH SBS MODIFIED ASPHALT. THICKNESS, 2.4 MM (94 MILS). ASTM D 4601-95, TYPE 1/11; UL CLASSIFIED, FM APPROVED c) MEMBRANE: INTEC GBSP-4 APP MODIFIED BITUMEN ROOF MEMBRANE IN ACCORDANCE WITH SPECIFICATION GB -2B -N. GRANULE SURFACED APP MODIFIED ASPHALT MEMBRANE. POLYESTER (170 G/M2) REINFORCEMENT. THICKNESS, 4.5 MM (177 MILS). COLOR SHALL BE WHITE. (1) ACCESSORIES a) CANTS: WOOD FIBERBOARD, ASTM C 208, NOMINAL 4 INCHES BY 4 INCHES BY 5-1/2 INCHES. CRICKETS, SADDLES, AND TAPERED AREAS: PROVIDE UNITS OF TYPE AND SHAPE INDICATED. TAPER TO PROVIDE INDICATED SLOPE TO DRAIN. FABRICATE FROM FIBERBOARD, ASTM C 208. b) FASTENERS: AS SPECIFIED BY MANUFACTURER. PART 3 EXECUTION (1) EXAMINATION: EXAMINE AREAS WHERE ROOFING IS TO BE INSTALLED. CORRECT SUBSTRATE SURFACES WHICH ARE UNACCEPTABLE TO INSTALLER AND TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE STARTING ROOFING APPLICATION. SURFACE SHALL BE DRY, SMOOTH, CLEAN AND FREE OF SHARP PROJECTIONS AND DEPRESSIONS. ROOF DECKS SHALL PROVIDE POSITIVE DRAINAGE. INSTALL ROOFING SYSTEM TO AGREE WITH INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS, OR ARE NECESSARY TO ACCOMMODATE PROJECT CIRCUMSTANCES. (2) LOOSE LAY INSULATION WITH JOINTS STAGGERED OVER THE DECK. WITH MULTIPLE LAYERS, STAGGER IN BOTH DIRECTIONS. MECHANICALLY FASTEN BASE SHEET AND INSULATION TO THE " " V T INSULATION, A P IT 2 ON THE SIDE LAPS AND 4 DECK. LAY THE BASE SHEET OVER HE NSUTA ION AND LA ON END LAPS. THE FIRST ROW OF FASTENERS (ON THE SEAM) WILL BE 1-1/2" FROM THE LEADING EDGE AND ON 12" CENTERS. THE SECOND ROW OF FASTENERS WILL BE 20" FROM THE LEADING EDGE AND ON 18" CENTERS. (3) HEAT WELD INTEC APP MEMBRANE OVER THE BASE SHEET. LAP MEMBRANE 3" (7.5CM) ON " SIDE LAPS 6 15 CM ON END LAPS. MEMBRANE SHALL BE INSTALLED ON THE INSIDE OF ALL PARAPET WALLS AND TERMINATED INAT IN THE HORIZONTAL PLANE UNDER THE CAP FLASHING. (4) METAL AND WOOD COVERED BY ROOFING MATERIALS SHALL BE PRIMED IN ACCORDANCE WITH MANUFACTURER'S INTRUCTIONS. (5) ROOF INSULATION IS NOT PART OF THE ROOF MEMBRANE. THE FUNCTION OF ROOF INSULATION IS TO PROVIDE P A SMOOTH DRY CLEAN AND FIRMLY ATTACHED SUBSTRATE TO RECEIVE ROOFING MEMBRANE AND FURNISH INSULATING VALUE AGAINST TEMPERATURE TRANSFERENCE. A TA DANCE WITH THE INSULATION INSULATION SHALL BE INSTALLED IN ACCORDANCE MANUFACTURERS INSTRUCTIONS. (6) CAUTION SHOULD BE TAKEN BY THE ROOFING CONTRACTOR TO ENSURE THAT NO BITUMEN DRIPPING OCCURS. ANY ITEMS DAMAGED BY DRIPPINGS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. (7) CANTS SHALL BE INSTALLED AROUND THE INSIDE BASE OF ALL PARAPET WALLS AND AROUND ALL CURBS. 8 CRICKETS SHALL BE INSTALLED UPGRADE OF ALL CURBS AND SIMILAR CONDITIONS TO AVOID WATER PONDING. (9) CURBS SHALL BE INSTALLED A MINIMUM OF 24" FROM A PARAPET WALL OR FROM ANOTHER CURB TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. (10) CONDUITS AND OTHER PIPE PENETRATIONS SHALL BE A MINIMUM OF 16" FROM CURBS, PARAPET WALLS, OR EACH OTHER TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. PROVIDE PITCH POCKETS OR OTHER PENETRATION DETAILS AS DETAILED IN MANUFACTURER'S INSTRUCTIONS. EXPANSION AND CONTRACTION OF THE PIPING SYSTEM MUST BE ALLOWED FOR. (11) FLASHING AND STRIPPING IN: INSTALL FLEXIBLE BASE FLASHINGS AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS FOR HEAT WELDED ROOFING SYSTEMS. SECTION 07600 -FLASHING de SHEET METAL PART 1 GENERAL (1) IT IS THE INTENT THAT ALL SHEET METAL FLASHINGS, DRIPS, COUNTER FLASHINGS, DOWNSPOUTS, GUTTERS, HEAD FLASHINGS, AND AS CALLED FOR ON THE DRAWINGS SHALL BE WATER AND WEATHER TIGHT UNDER ALL WEATHER CONDITIONS. (2) STANDARDS: ARCHITECTURAL SHEET METAL MANUAL OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SHALL BE USED AS A BASIS FOR THE INSTALLATION OF ITEMS NOT SHOWN IN DETAIL OR NOT SPECIFIED. ALSO REFERENCE ASTM A-525 AND ASTM A-527. PART 2 PRODUCTS (1) UNLESS OTHERWISE NOTED, ALL CAP FLASHING SHALL BE .040" ALUMINUM MILL FINISHED WITH JOINTS CAPABLE OF 3/8" MOVEMENT AT MAXIMUM 20' BETWEEN JOINTS. MINIMUM OVERLAP FOR THE CAP FLASHING SHALL BE 6". EXTERIOR AND EXPOSED SHEET METAL SHALL BE .040" ALUMINUM MILL FINISHED. (2) FASTENERS SHALL BE OF THE SAME MATERIAL AS THE FLASHINGS OR A COMPATIBLE NON- CORROSIVE METAL INSTALLED AS RECOMMENDED BY SMACNA. (3) GUTTERS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. INSTALL WITH MINIMUM PITCH TO DOWNSPOUTS a) DOWNSPOUTS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. UNLESS OTHERWISE NOTED, PIPE DOWNSPOUTS AWAY FROM BUILDING OR PROVIDE SPLASH BLOCKS AS REQUIRED TO PREVENT EROISION AND/OR WATER ACCUMULATION AROUOND BUILDING OR IN OTHER AREAS. PART 3 EXECUTION (1) SHOP FABRICATE TO THE GREATEST EXTENT POSSIBLE. (2) PROVIDE FOR HORIZONTAL EXPANSION WITH JOINTS AS DETAILED BY SMACNA. (3) FORM ALL SHEET METAL ON CONVENTIONAL EQUIPMENT TO INSURE METAL IS FREE FROM OIL- CANNING, BUCKLING, TOOL MARKS, EQUIPMENT MARKS, DENTS, CRUSHING AND TRUE IN LINE AND DIMENSION. EXPOSED EDGES SHALL BE FOLDED BACK TO FORM HEMS FREE OF TOOL AND DIE MARKS. (4) ANCHOR ALL PIECES FIRMLY IN PLACE, PROVIDING FOR THERMAL EXPANSION. USE CONCEALED FASTENERS AT ALL LOCATIONS EXPOSED TO PUBLIC VIEW AND MINIMIZE EXPOSED FASTENERS AT ALL OTHER LOCATIONS. SEAL AT CONDITION THAT CANNOT BE OTHERWISE MADE WATER AND WEATHERTIGHT WITH ELASTOMERIC SEALANT. PART 1 -GENERAL 1. THIS SECTION INCLUDES: A. INSULATION BOARDS. B. THERMOPLASTIC SINGLE -PLY ROOFING. 2. DELIVERY, STORAGE, AND HANDLING A. KEEP ROOFING MATERIALS DRY DURING DELIVERY, STORAGE AND DURING ROOFING INSTALLATION. 3. WARRANTIES A. SUBMIT MANUFACTURER'S STANDARD LIMITED PRODUCT WARRANTY SIGNED BY THE MANUFACTURER'S AUTHORIZED OFFICIAL, GUARANTEEING TO CORRECT FAILURES IN PRODUCT WHICH MAY OCCUR DURING THE INDICATED WARRANTY PERIOD, WITHOUT REDUCING OR OTHERWISE LIMITING ANY OTHER RIGHTS TO CORRECTION WHICH THE OWNER MAY HAVE UNDER THE DOCUMENTS. 1. 15 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. B. THESE WARRANTIES SHALL BE IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS. PART 2 -PRODUCTS 1. MANUFACTURER: A. PROVIDE PRODUCTS COMPLYING WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS AND MADE BY: 1. GAF BUILDING MATERIALS CORPORATION. 2. SHEET MATERIALS A. INSULATION: SEE SECTION 07200. INSULATION MUST BE APPROVED BY MANUFACTURER. MECHANICALLY FASTEN INSULATION AND BASE SHEET TO THE DECK WITH THE JOINTS STAGGERED IN ONE DIRECTION, IF MULTIPLE LAYERS ARE USED, OFFSET JOINTS BETWEEN LAYERS. INSTALL COVER BOARD AS DIRECTED/REQUIRED BY MANUFACTURERS SPECIFICATIONS. B. MEMBRANE: EVERGUARD TPO 60 MIL SINGLE -PLY ROOFING MEMBRANE BY GAFMC. A SMOOTH TYPE POLYESTER SCRIM REINFORCED THERMOPLASTIC 0 LASTIC POLYOLEFIN MEMBRANE WITH A NOMINAL 0.060 INCH (1.5 MM) THICKNESS, FOR USE AS A SINGLE PLY ROOFING MEMBRANE. MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS OF ASTM D-6878. COLOR SHALL BE WHITE. 3. ACCESSORIES A. CANTS: AS SPECIFIED BY MANUFACTURER. B. FASTENERS: AS SPECIFIED BY MANUFACTURER. C. ADHESIVES: AS SPECIFIED BY MANUFACTURER. PART 3 - EXECUTION 1. EXAMINATION: EXAMINE AREAS WHERE ROOFING IS TO BE INSTALLED. CORRECT SUBSTRATE SURFACES WHICH ARE UNACCEPTABLE TO INSTALLER AND TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE STARTING ROOFING APPLICATION. SURFACE SHALL BE DRY, SMOOTH,CLEAN AND FREE OF SHARP PROJECTIONS AND DEPRESSIONS. ROOF DECKS SHALL PROVIDE POSITIVE DRAINAGE. INSTALL ROOFING SYSTEM TO AGREE WITH INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS, OR ARE NECESSARY TO ACCOMMODATE PROJECT CIRCUMSTANCES. 2. LOOSE LAY INSULATION WITH JOINTS STAGGERED OVER THE DECK. IF MULTIPLE LAYERS ARE USED STAGGER IN BOTHIR T D EC IONS. THE INSULATION SHALL BE SECURELY ATTACHED TO THE ROOF DECK AS REQUIRED BY MANUFACTURER. A MINIMUM FMRC 1-60 ATTACHMENT IS RECOMMENDED. REFER TO FMRC APPROVAL GUIDE FOR FM FASTENING PATTERNS. FACTORY MUTUAL REQUIRES FASTENER DENSITY INCREASED IN CORNER AREAS FOR FM 1-60 AND PERIMETER, AND CORNER AREA FASTENER DENSITY INCREASES FOR FM 1-90 OR GREATER. REFER TO FM LOSS PREVENTION DATA SHEETS 1-7, 1-28, AND 1-49. 3. MEMBRANE: A. PLACE MEMBRANE SO THAT WRINKLES AND BUCKLES ARE NOT FORMED. ANY WRINKLES OR BUCKLES MUST BE REMOVED FROM THE SHEET PRIOR TO PERMANENT ATTACHMENT. ROOF MEMBRANE SHALL BE MECHANICALLY FASTENED (PER MANUFACTURERS INSTRUCTIONS) IMMEDIATELY AFTER IT IS ROLLED OUT, FOLLOWED BY WELDING TO ADJACENT SHEETS. B. OVERLAP ROOF MEMBRANE A MINIMUM OF 6"(15 CM) FOR SIDE LAPS AND 3"(15 CM) FOR END LAPS. C. INSTALL MEMBRANE SO THAT THE SIDE LAPS RUN ACROSS THE ROOF SLOPE LAPPED TOWARDS DRAINAGE POINTS. D. ALL EXPOSED SHEET CORNERS SHALL BE ROUNDED A MINIMUM OF 1". E. USE FULL WIDTH ROLLS IN THE FIELD AND PERIMETER REGION OF ROOF. F. ROOF MEMBRANE MUST BE MECHANICALLY FASTENED IN THE SIDE LAP AREA TO THE ROOF DECK WITH FASTENERS AND PLATES OF A TYPE AND SPACING APPROPRIATE TO THE DECK TYPE AS REQUIRED BY THE MANUFACTURER. G. THE METAL PLATES MUST BE PLACED WITHIN 1/4" - 3/4" (6 MM X 18 MM) OF THE MEMBRANE EDGE. PLATES MUST NOT BE PLACED CLOSER THAN 1/4" (6 MM) TO THE MEMBRANE EDGE. H. FASTENERS MUST BE INSTALLED TO ACHIEVE THE PROPER EMBEDMENT DEPTH AND ROOF DECK PENETRATION. INSTALL FASTENERS VERTICAL TO THE DECK, WITHOUT LEAN OR TILT. DO NOT OVER- OR UNDER -DRIVE FASTENERS. USE DRILL -TEC SCREWS WITH SIZE AND SPACING AS REQUIRED IN MANUFACTURERS INSTRUCTIONS I. INSTALL FASTENERS SO THAT THE PLATE IS DRAWN DOWN TIGHTLY TO THE MEMBRANE SURFACE. PROPERLY INSTALLED FASTENERS WILL NOT ALLOW THE PLATE/TERMINATION BAR TO MOVE (UNDERDRIVING), BUT WILL NOT CAUSE WRINKLING OF THE MEMBRANE (OVERDRIVING). J. MEMBRANE LAPS SHALL BE HEAT -WELDED TOGETHER. PREPARE ROOF SURFACE FOR SEAMING PER MANUFACTURERS INSTRUCTIONS. ALL WELDS SHALL BE CONTINUOUS, WITHOUT VOIDS OR PARTIAL WELDS. WELDSHALL B S E FREE OF BURNS AND SCORCH MARKS. K. WELD SHALL BE A MINIMUM OF 1-1/2" IN WIDTH FOR AUTOMATIC MACHINE WELDING AND A MINIMUM 2" IN WIDTH FOR HAND WELDING. L. ALL CUT EDGES OF REINFORCED MEMBRANE MUST BE SEALED WITH EVERGUARD(R) TPO CUT EDGE SEALANT. M. SUPPLEMENTAL MEMBRANE ATTACHMENT IS REQUIRED AT THE BASE OF ALL WALLS AND CURBS AND WHERE THE ANGLE OF THE SUBSTRATE CHANGES BY MORE THAN FIVE (5) DEGREES (1" IN 12"). THE ROOFING MEMBRANE SHALL BE TURNED UP A VERTICAL PLANE A MINIMUM OF 3" AND SECURED WITH SCREWS. TERMINATION BAR FASTENER SPACING IS THE SAME AS IS USED FOR IN -LAP ATTACHMENT. THE TERMINATION BAR MUST BE INSTALLED WITHIN "TO 2"OF 1-1 2 E / THE PLANE OF THE ROOF MEMBRANE, WITH A MINIMUM OF 1" OF MEMBRANE EXTENDING ABOVE THE TERMINATION BAR. N. SUPPLEMENTAL MEMBRANE ATTACHMENT TO THE STRUCTURAL DECK IS REQUIRED AT ALL PENETRATIONS UNLESS THE INSULATION SUBSTRATE IS FULLY ADHERED TO THE DECK. ROOFING MEMBRANE SHALL BE SECURED TO THE DECK WITH APPROPRIATE DRILL -TEC SCREWS AND PLATES. 4. ROOF INSULATION IS NOT PART OF THE ROOF MEMBRANE. THE FUNCTION OF ROOF INSULATION IS TO PROVIDE A SMOOTH DRY, CLEAN AND FIRMLY ATTACHED SUBSTRATE TO RECEIVE ROOFING MEMBRANE AND FURNISH INSULATING VALUE AGAINST TEMPERATURE TRANSFERENCE. INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE INSULATION MANUFACTURERS INSTRUCTIONS. 5. CANTS SHALL BE INSTALLED AS REQUIRED BY THE E MANUFACTURER. 6. CRICKETS SHALL BE INSTALLED S ED UPGRADE OF ALL CURBS AND SIMILAR CONDITIONS TO AVOID WATER PONDING. 7. CURBS SHALL BE INSTALLED A MINIMUM OF 24" FROM A PARAPET WALL OR FROM ANOTHER CURB TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. 8 CONDUITS AND OTHER PIPE PENETRATIONS SHALL BE A MINIMUM OF 16" FROM CURBS, PARAPET WALLS, OR EACH OTHER TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. INSTALL MEMBRANE USING PENETRATION DETAILS AS DETAILED IN MANUFACTURER'S INSTRUCTIONS. EXPANSION AND CONTRACTION OF THE PIPING SYSTEM MUST BE ALLOWED FOR. 9 FLASHING AND STRIPPING IN: INSTALL FLEXIBLE BASE FLASHINGS AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS FOR HEAT WELDED ROOFING SYSTEMS. PERMIT I y° 77 -7- `::::::::::::� - .% ....____l . -1 c y`` 0 V 0 o L.N o 0 W a 1-cc0a- - tLX-Co -��oOm 0 rn C�='La n Lo NO3+,m0 � o u) = o 41 co o a0�ocu Lo a) � a) L a) M M L_aa):' Q Q , c3L 3 0) ai 0 W N 0) 0-02-0 • m L v •a >% c i` V v a FE O Odoa) w.c w 3 C_ N+ja7 --o Ga ca ° >'+' 3 ;;_j K) 0c-U� ,� U) a 'y 0 CLC N Y ,� �V c a) y 0 oL 0t 41 ' M L_ N V L_ U3 .. '0(L)7o c L'O`� c a) +. o 0) :3m L_ C4, a)4)aa�'>' LL.a)tL. c H-aa_+,3Q . r- W ® t Fw_l Q J vo o0❑ Fin] Ur�' LOL_ ZLL sl oI l_q zrn N N ❑ � or, 0 ! t ov 0 I s 0 S I X � U- %. 19 "c00 0) LObi - - Z O Q LL_ 0 Lv V) Y_ w m I Y_ _t -j w a \Of Z Q O IZ V) 0_ w 0 T_ LSI HLd ir N Q �� 0 w J O IIT Q w EE QO :2 J LSI Y ci gw O N Z F- W Q U 3c: V) O CHECKED BY: MDP DRAWN BY: KELLY SPECIFICATIONS JOB N0: SHEET 30233 sp.. DATE: OF _2Z_ 11/30/17 SHEETS m a 0 0 1 DMSION 2. SITE WORK SECTION 02200 - TERMITE CONTROL PART 1 GENERAL (1) IF THE PROJECT IS LOCATED IN AN AREA THAT DOES NOT HAVE TERMITE OR OTHER WOOD -BORING INSECTS, AND SIMILAR PROJECTS IN THE AREA DO NOT REQUIRE TREATMENT, NOTIFY THE OWNER PRIOR TO BID DATE FOR AN EXCEPTION TO THIS REQUIREMENT. (2) TREATMENT SHALL BE PROVIDED BY TERMINIX, ORKIN, OR ANOTHER COMPANY AS APPROVED BY THE OWNER DURING THE BIDDING PROCESS. (3) INSTALLER SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE IN SUCH INSTALLATIONS. THE CHEMICALS USED SHALL BE APPROVED BY FEDERAL, STATE, AND LOCAL AUTHORITIES. (4) THE TREATMENT SHALL BE CONSIDERED "PRE -CONSTRUCTION" TYPE.000RDINATE THE PLACEMENT OF ALL CHEMICALS WITH OTHER TRADES WORKING ON THE PROJECT. PROVIDE ADEQUATE VENTILATION FOR THE PROTECTION OF ALL WORKMEN. (5) ONLY THE PORTION UNDER THE BUILDING AND EXTENDING 5'-0" BEYOND THE OUTSIDE FACE OF THE BUILDING SHALL BE TREATED. ALL OTHER PORTIONS OF THE PROJECT SITE ARE EXCLUDED FROM TREATMENT. (6) CHEMICALS SHALL BE APPLIED BEFORE THE SLAB ON GRADE AND ADJACENT SIDEWALKS ARE POURED, BUT AFTER ALL BACKFILLING AND UTILITY TRENCHING IS COMPLETE. (7) CHEMICALS SHALL BE COMPATIBLE WITH THE FOUNDATION INSULATION (STYROFOAM) IF APPLICABLE. (8) INSTALLER SHALL PROVIDE A STANDARD WRITTEN WARRANTY TO THE OWNER. AT A MINIMUM, WARRANT AGAINST TERMITE INFESTATION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION, INCLUDING TREATMENT OF TERMITE PROTECTION AND ALL REPAIRS WITHOUT COST TO THE OWNER. PART 2 PRODUCTS (1) SOIL TREATMENT CHEMICALS AND INSTALLATION SHALL BE PROVIDED BY A LOCAL COMPANY REGISTERED WITH THE STATE TO PROVIDE AND INSTALL TERMITE PROTECTION. PART 3 EXECUTION 1 APPLY CHEMICALS TO () THE SOIL UNDER AND AROUND THE BUILDING IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. CHEMICALS SHALL BE DELIVERED TO THE SITE IN NEW CONTAINERS THAT CLEARLY STATE THE ACTIVE INGREDIENTS ON THE LABEL. (2) APPLY CHEMICALS AT THE RATE RECOMMENDED FOR PRE -CONSTRUCTION, SLAB- ON -GRADE WORK. MINIMUM RATES SHALL BE 1.5 GALLONS PER 10 SQUARE FEET AS AN OVERALL TREATMENT UNDER THE SLAB AREAS AND 2 GALLONS PER 5 LINEAL FEET ALONG FOUNDATION WALLS AND OTHER VERTICAL PENETRATIONS. UTILITY TRENCHES SHALL RECEIVE SPECIAL TREATMENT WITHIN THE BUILDING AND 5' BEYOND THE FOUNDATION WALLS. (3) PROVIDE NECESSARY EQUIPMENT AND SERVICES TO PLACE THE CHEMICALS AT SOIL DEPTH TO ADEQUATELY PROTECT FROM SUBTERRANEAN TERMITE INFESTATION. APPLY CHEMICALS BEFORE THE INSTALLATION OF THE POROUS FILL AND VAPOR BARRIER. SECTION 02300 - PAVING AND SURFACING PART 1 GENERAL (1) SEE ENGINEERED SITE PLAN FOR SITE SPECIFIC INFORMATION REGARDING PAVING TYPES AND SPECIFICATIONS. (2) ALL RIGHT-OF-WAY WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AGENCY THAT CONTROLS THE RIGHT F G 0 WAY. (3) SUBGRADE FILLS, BACKFILLS AND COMPACTION FOR ALL CONSTRUCTION SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE "SUBSURFACE INVESTIGATION REPORT" AS SUPPLIED BY THE OWNER OR PER LOCAL CODE, THE MOST STRINGENT CONTROLLING. DIVISION 3. CONCRETE SECTION 03010 - POURED -IN-PLACE CONCRETE (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) PART 1 GENERAL (1) ALL FOOTINGS SHALL BE IN UNDISTURBED SOIL OR COMPACTED AND TESTED FILL. SEE SUBSURFACE INVESTIGATION REPORT PROVIDED BY OWNER FOR MORE DETAILS. ELEVATIONS ON PLAN ARE MINIMUM DEPTHS. COMPACTION UNDER FOOTINGS SHALL BE PER THE SUBSURFACE INVESTIGATION REPORT OR LOCAL REQUIREMENTS WHICHEVER IS MORE STRINGENT. (2) PROVIDE CONCRETE TESTING IN COMPLIANCE WITH ANY LOCALLY REQUIRED SPECIAL INSPECTIONS. PART 2 PRODUCTS (1) STRENGTH: STRUCTURAL CONCRETE: DUMPSTER APPROACH AND PAD: 4,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. BUILDING SLAB FOOTINGS AND OTHER EXTERIOR FLATWORK CONCRETE: 3,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. (2) CEMENT: ASTM C-150 TYPES I & II. (3) WATER: POTABLE, WITH A MAX SLUMP OF EIGHT (8) INCHES FOR BLOCK FILL, THREE (3) INCHES PLUS OR MINUS ONE INCH FOR SLABS ON GRADE AND FOUR (4) INCHES PLUS OR MINUS ONE (1) INCH FOR ALL OTHER CONCRETE. (4) AGGREGATES: ASTM C-33 MAXIMUM SIZE 1-1/2" FOR FOOTINGS AND 3/4" MAXIMUM FOR ALL OTHER EXCEPT THAT LOCAL AGGREGATES WHICH HAVE BEEN PROVEN BY TESTS AND ACTUAL SERVICE MAY BE USED WHEN APPROVED BY THE OWNER. (5) CONCRETE SHALL BE TRANSIT MIXED IN COMPLIANCE WITH ACI 301, 304, 318 AND ASTM C94. AIR ENTRAINMENT SHALL BE PER ASTM C- 260. (6) ADMIXTURES: ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR ENTRAINING AGENT SHALL BE NEUTRALIZED VINSOL RESIN CONFORMING TO ASTM C-260. WATER REDUCING AGENT SHALL BE POZZOLITH BY MASTER BUILDERS CO. CONFORMING TO ASTM C-494 OR EQUAL. ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE OWNER. ADMIXTURES TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTH OF THE CONCRETE. ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. (7) REINFORCING BARS: ASTM A615, GRADE 60 WITH DEFORMATIONS CONFORMING TO ASTM A615-60. ALL #3 BARS AND TIES SHALL BE MINIMUM GRADE 40. DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS SHALL FOLLOW THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315 - LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY ABOVE THE GROUND. ALL VERTICAL STEEL SHALL BE CENTERED UNLESS NOTED OTHERWISE, AND SHALL BE ADEQUATELY TIED TOP AND BOTTOM. ALL REBAR BENDS SHALL BE MADE COLD. LAP ALL BARS AS NOTED ON STRUCTURAL PLANS WHERE FULL REINFORCING DETAILS CAN BE FOUND. TRENCHES, TWO (2) PROTECTIVE V NCH SER R TOP EXPOSED STEEL SHALL BTO WEATHEE THREE R(3) INCHES BOTTOM AND SIDES OF DIRT (9) FORMWORK: ALL WOOD FORMS SHALL BE FREE FROM DEFECTS WHEN CONCRETE IS EXPOSED. ALL WOOD FORMS AND STAKES SHALL BE COMPLETELY REMOVED. (10) GRANULAR/POROUS FILL: IF AVAILABLE, PROVIDE CRUSHED LIMESTONE OR RIVER GRAVEL, THREE QUARTER (3/4) INCH MAXIMUM. CLEAN COARSE GRAINED SAND OR OTHER GRAVELS FREE FROM CLAY LOAM OR OTHER ORGANIC MATTER MAY BE USED IF APPROVED BY THE OWNER. 11) VAPOR BARRIER: 6 -MIL THICK PLAIN POLYETHYLENE SHEETING. LAP END AND SIDE JOINTS SIX INCHES AND COMPLETELY SEAL JOINTS. INSTALL OVER GRANULAR FILL, UNLESS OTHERWISE INDICATED BY SUBSURFACE INVESTIGATION REPORT. S( HA)LL HAVE AALL PROJECTING CTI GRAD US.RS, HORIZONTAL AND VERTICAL, INCLUDING ALL SLAB AND FLATWORK, (13) NO CONDUITS SHALL BE PLACED IN THE SLAB. ON GRADE CONDUIT AND PIPING SHALL BE RUN UNDER SLAB AND SHALL ONLY PENETRATE THE SLAB VERTICALLY WITH APPROPRIATE PROTECTION. ALL PENETRATIONS THROUGH THE SLAB SHALL BE SEALED. (14) REINFORCE BUILDING SLAB WITH FIBERMESH MD (MULTIDESIGN) ADDED TO THE CONCRETE AT A RATE OF 1.5 POUNDS PER CUBIC YARD, POURED OVER PROPERLY PREPARED SUBGRADE UNLESS NOTED OTHERWISE ON THE PLANS. PART 3 EXECUTION (1) CONCRETE SHALL NOT BE PLACED ON MUDDY OR FROZEN GROUND. INTERIOR SLABS ON GRADE SHALL NOT BE PLACED UNTIL ALL DANGER OF FROST HAS PASSED. BEFORE POURING AGAINST SET CONCRETE, THE HARDENED SURFACE SHALL BE CAREFULLY CLEANED AND WETTED. (2) NOTIFY TESTING AGENCY IF LOCAL SPECIAL INSPECTIONS ARE REQUIRED, A MINIMUM OF 24 HOURS BEFORE COMMENCEMENT OF OPERATIONS. (3) FINISH: FLOOR SLAB SHALL BE STEEL TROWELED TO A SMOOTH PLAIN SURFACE, FREE OF SCORE MARKS, GROOVES, AND DEPRESSIONS. VARIATIONS IN SURFACE SHALL NOT BE MORE THAN ONE-QUARTER (1/4) INCH IN TWELVE (12) FEET. WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER THE TROWEL, IT SHALL BE GIVEN A SECOND TROWELING TO PRODUCE A SMOOTH DENSE SURFACE. THE APPLICATION OF ADDITIONAL CEMENT OR "DRYER" IS EXPRESSLY PROHIBITED. (4) PROTECT CONCRETE AGAINST FROST, WIND, RAIN, ICE, AND RAPID DRYING. KEEP MOIST FOR AT LEAST SEVEN DAYS AFTER PLACING. DURING THIS PERIOD THE CONCRETE SHALL BE MAINTAINED AT TEMPERATURES BETWEEN 50° AND 80' F. FLOOR SHALL BE CURED BY WETTING AND COVERING WITH SAND OR SIX (6) MIL VISQUEEN, OR APPLY SONNEBORNE LIQUID CURING COMPOUND THAT IS COMPATIBLE WITH TILE MORTAR AND THINSET, OR EQUAL. TEMPERATURE SHALL BE MAINTAINED BY PLACING SHEET INSULATION OVER THE SLAB. (5) SAW CUT CONCRETE WITHIN 24 HOURS OF PLACING, CUT 1/4- DEEP. (6) BUILDING SLAB SHALL TAPER TOWARDS FLOOR DRAINS 1/4- PER FOOT IN THE LAST 2'-0" FOR DRAINAGE. (7) CONCRETE WALKS & PORCHES: CONCRETE SHALL BE FOUR (4) INCHES THICK WITH PERIMETER EDGE THICKENED AS SHOWN ON PLANS. AIR ENTRAINED AND POURED OVER PROPERLY PREPARED SUBGRADE. UNLESS NOTED OTHERWISE ON THE PLANS, POUR TO UNIFORM SURFACE AND FINISH WITH A MEDIUM FINE BRUSH. SLOPE AWAY FROM BUILDING TO ALLOW FOR DRAINAGE (1/4" PER FOOT MAXIMUM AND 1/8" PER FOOT MINIMUM). SEE PLANS FOR TOOLING AND JOINING. PORCHES AT THE ENTRANCE TO THE BUILDING SHALL HAVE RIVER ROCK - PEA GRAVEL AGGREGATE (3/4" MAX). THE AGGREGATE SHALL BE EXPOSED WITH WATER AND A BRUSH. AFTER CURING FOR 5 DAYS APPLY MASONRY SEALER TO THE SURFACE OF THE PORCH. (8) CONCRETE DUMPSTER PAD: CONCRETE SHALL BE A MINIMUM OF 6" THICK PERIMETER EDGES THICKENED TO PROVIDE SUPPORT FOR ENCLOSURE. SEE DETAILS ON SITE PLANS. LOCATION AND SIZE TO BE SPECIFIED ON THE FINAL APPROVED SITE PLAN. (9) DUMPSTER APPROACH PAD: CONCRETE SHALL BE A MINIMUM OF SIX (6) INCHES THICK. PAD SHALL BE THE WIDTH OF THE DUMPSTER PAD AND A MINIMUM OF 20' LONG. (10) COLD WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS 40° OR BELOW OR EXPECTED TO DROP BELOW 40' F WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) ADEQUATELY HEAT ALL MATERIAL. NO FROZEN INGREDIENTS SHALL BE USED. b) TEMPERATURE OF THE DELIVERED CONCRETE SHALL BE 70-F +/- 10°F c) CONCRETE SHALL NOT COME INTO CONTACT WITH FROZEN GROUND OR FORMS. a) CONCRETE WHEN PLACED SHALL HAVE A SLUMP NOT TO EXCEED FOUR INCHES. b) DURING PLACING AND FINISHING, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE OF 50 ° F OR ABOVE, BUT NOT MORE THAN 80°. c) TROWELING SHALL BE DELAYED IN ORDER TO AVOID BRINGING AN EXCESS OF FINES TO THE SURFACE. d) DURING PLACEMENT AND FINISHING, SLABS SHALL BE PROTECTED FROM WIND TO PREVENT LOSS OF HEAT AND RAPID DRYING. e) SUDDEN COOLING OF AMBIENT AIR TEMPERATURE IN EXCESS OF 20° F IN ANY 24 HOUR PERIOD, SHALL NOT BE ALLOWED. DURING THIS PERIOD THE CONCRETE SHALL NOT BE ALLOWED TO DROP TO A TEMPERATURE BELOW 40'. f) NEWLY FINISHED FLATWORK SHALL BE COVERED AND PROTECTED DURING COLD WEATHER FOR AT LEAST 14 DAYS AGAINST EXPOSURE TO RAIN, SLEET AND ICE. DURING THE ENTIRE PROTECTION PERIOD, ADEQUATE MEANS SHALL BE PROVIDED TO PREVENT LOSS OF MOISTURE FROM THE CONCRETE SURFACE. (11) HOT WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS ABOVE 80. OR IS FORECAST TO RISE ABOVE THAT TEMPERATURE WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) STOCKPILED AGGREGATES SHALL BE SATURATED AND THE SURFACE KEPT MOIST BY INTERMITTENT SPRINKLING OR CONTINUOUS FOG SPRAY. b) MIXING WATER SHALL BE KEPT COOL. c) WHEN NECESSARY TO PRODUCE AND MAINTAIN CONCRETE AT AN ACCEPTABLE TEMPERATURE, CHOPPED OR CRUSHED ICE UP TO A LIMIT OF 50% OF THE REQUIRED WATER MAY BE ADDED AT A RATE AND IN A MANNER THAT IT WILL BE COMPLETELY MELTED DURING THE MIXING PERIOD. d) THE CEMENT FACTOR REQUIRED BY THE DESIGN MIX SHALL BE INCREASED AS NECESSARY TO MAINTAIN THE SPECIFIED WATER- CEMENT RATIO WHENEVER ADDITIONAL WATER IS ADDED TO COMPENSATE FOR LOSS OF SLUMP DURING TRANSPORTATION, HANDLING, OR PLACING. e) RETARDING ADMIXTURES MAY BE ADDED WITH THE APPROVAL OF THE OWNER. f) TEMPERATURE OF THE CONCRETE WHEN PLACED SHALL NOT EXCEED 85°. g) FORMS, REINFORCING, AND SUBGRADE SHALL BE WETTED IMMEDIATELY BEFORE CONCRETE IS PLACED. WETTING DOWN AREAS AROUND THE POUR IS RECOMMENDED TO REDUCE AIR TEMPERATURE AND INCREASE HUMIDITY. h) PLACING AND FINISHING SHALL BE DONE AS QUICKLY AS POSSIBLE. ADEQUATE MANPOWER AND EQUIPMENT SHALL BE AVAILABLE TO HANDLE AND PLACE THE CONCRETE IMMEDIATELY AFTER ITS MIXING OR DELIVERY TO THE SITE OF THE WORK. i) CONCRETE SHALL BE PLACED TO AVOID COLD JOINTS. j) IN EXTREMELY HOT WEATHER, OR IN VERY DRY AND/OR WINDY WEATHER, SUNSHADES, WIND BREAKS OR FOG NOZZLES, OR A COMBINATION OF SUCH ITEMS, WILL BE REQUIRED DURING FLAT SLAB OPERATIONS. k) CONCRETE SHALL BE KEPT COOL AND MOIST DURING THE CURING PERIOD. INITIAL CURING MEDIA SHALL BE PLACED WITHIN 20 MINUTES OF FINAL FINISHING OF EACH AREA. (1) FORM REMOVAL: FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. THE TIME OF REMOVAL SHALL BE GOVERNED BY THE WEATHER AND LOCAL CONDITIONS, BUT SHALL GENERALLY STAY IN PLACE A MINIMUM OF FOUR DAYS. 2 AFTER FORM REMOVAL RUB SMOOTH AND KNOCK OFF ROUGH PLACES, CUT OUT ALL LOOSE AND HONEYCOMBED CONCRETE TO SOLID CONCRETE; FILL ALL VOIDS WITH CEMENT MORTAR, RUB TO MATCH ADJACENT SURFACES, AND COMPLETELY CONCEAL. THERE SHALL BE NO SHARP EDGES PRESENT ON ANY CONCRETE FLATWORK. DMSION 4. MASONRY (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTION 04200 -CONCRETE MASONRY UNITS PART 1 GENERAL (1) MANUFACTURER: OBTAIN UNITS FROM ONE MANUFACTURER, OF UNIFORM TEXTURE AND COLOR FOR EACH KIND REQUIRED. (2) CRAFTSMANSHIP: ALL MASONRY SHALL BE MADE WATERPROOF BY QUALITY CRAFTSMANSHIP AND INSTALLATION OF THE SPECIFIED MATERIALS. (3) SHIPPING: ALL MASONRY UNITS SHALL BE PACKAGED, SHIPPED AND TRANSPORTED IN A MANNER TO MINIMIZE CHIPPING AND DAMAGE TO THE UNITS. ALL UNITS DAMAGED IN TRANSIT SHALL NOT BE INCORPORATED INTO THE FINALLY EXPOSED WALLS. (4) COORDINATION: THE DESIGN CALLS FOR CLOSE TOLERANCES AT ALL WINDOW AND DOOR OPENINGS AND AT CERTAIN DESIGN FEATURES. CONSULT THE DRAWINGS AND COORDINATE THE MASONRY CONSTRUCTION WITH MASONS AND OTHER TRADES. (5) PROTECTION: THE TOPS OF ALL WALLS AND ALL COMPLETED WALLS SHALL BE COVERED AT NIGHT AND AT ALL TIMES OF PRECIPITATION TO PREVENT WATER SNOW OR ICE FROM ENTERING THE WALL CAVITY OR FROM DAMAGING THE EXTERIOR SURFACE. ALL PROTECTIONS SHALL BE HELD FIRMLY IN PLACE AGAINST WIND DISPLACEMENT. (6) COLD WEATHER PRECAUTIONS: DO NOT LAY MASONRY IN LESS THAN 40' F OR EXPECTED LOWER TEMPERATURES UNLESS SUITABLE MEANS ARE PROVIDED TO HEAT THE MATERIALS AND TO PROTECT THE UNCURED MORTAR FROM FROST DAMAGE. NO ANTIFREEZE COMPOUNDS OR CALCIUM CHLORIDE MAY BE ADDED TO THE MORTAR AT ANY TIME. REMOVE SNOW AND ICE FROM ALL PREVIOUSLY LAID MASONRY BY ELEVATING THE TEMPERATURE OF THE AIR AROUND IT; DO NOT HEAT THE MASONRY DIRECTLY. CONSULT ARCHITECT AND/OR CONSTRUCTION MANAGER FOR PROTECTION/HEATING REQUIREMENTS IF MASONRY IS TO BE LAID IN COLDER THAN 40° F WEATHER. IF ICE CRYSTALS FORM ON THE SURFACE OF THE MORTAR DURING THE TOOLING AND COMPRESSING STAGE, RAKE THE MORTAR OUT TO A DEPTH OF 1/2" AND COVER WALL. WHEN AIR TEMPERATURES RECOVER ABOVE 40°F AND WILL NOT FALL BELOW 32' F AGAIN WITHIN 12 HOURS, TUCK POINT THE RAKED JOINT WITH FRESH MORTAR, TOOL AND COMPRESS. (7) HOT WEATHER PROTECTION: IF THE JOB SITE AIR TEMPERATURE IS ABOVE 80' F DURING THE WORK DAY, MORTAR SHALL BE PLACED IN FINAL POSITION WITHIN ONE HOUR AFTER MIXING. PART 2 PRODUCTS MASONRY UNITS: ASTM C90 GRADE N TYPE I LOAD BEARING MOISTURE 1 CONCRETE M RE CONTROLLED UNITS OR AS CALLED FOR ON DRAWINGS. SOLID UNITS ASTM C145 OR C55. NOMINAL FACE DIMENSION BY THICKNESS AS INDICATED. DRYING SHRINKAGE SHALL NOT EXCEED 0.10% FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426, LATEST ADDITION. (2) PROVIDE JAMB AND END UNITS, BOND BEAMS, HALF UNITS, SOLID UNITS, PILASTER BLOCKS REQUIRED FOR A COMPLETE INSTALLATION. AND OTHER SPECIAL UNITS AS ALL CELLS IN RETAINING Q WALLS SHALL BE FILLED SOLID WITH 3000# GROUT FILL. ALL CELLS CONTAINING REBAR SHALL BE AND SHALL NOT CONTAIN CONDUIT OR FILLED WITH 3000 GROUT FILL ELECTRICAL BOXES. BOND BEAMS SHALL BE CONSTRUCTED OF DOUBLE OPEN ENDED BOND BEAM BLOCK WITH REINFORCING BAR(S). (3) NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. 4 LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C331. (5) DRYING SHRINKAGE SHALL NOT EXCEED 0.10 % FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426, LATEST ADDITION. (6) MORTAR: TYPE M FOR MASONRY IN CONTACT WITH THE EARTH, TYPE S FOR EXPOSED MASONRY WALLS. MIX IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO ANTIFREEZE TS OR OTHER SUBSTANCES SHALL BE USED IN THE MORTAR 0 LIQUID, SAL R GROUT TO LOWER THE FREEZING POINT. MORTAR COLOR SHALL BE GRAY UNLESS OTHERWISE NOTED. COMPRESSIVE STRENGTH OF THE MORTAR AT 28 DAYS SHALL BE: A. TYPE M-2500 PSI B. TYPE S-2000 PSI (7) WATER MORTAR: WHERE MASONRY WILL BE SUBJECT TO EXCESSIVE MOISTURE OR NORMAL HYDROSTATIC PRESSURES (I.E. BELOW GRADE, RETAINING WALLS) A WATER MORTAR SUCH AS HYDROCIDE POWDER, A PRODUCT OF SONNEBORN-REXNORD, SHALL BE ADDED TO THE MORTAR PER THE MANUFACTURER'S RECOMMENDATIONS. (8) ALL BOND BEAMS, FILLED HORIZONTAL ELEMENTS, VERTICALLY REINFORCED MASONRY BLOCK CELLS AND SIMILAR CONDITIONS SHALL BE FILLED WITH 3,000 PSI CONCRETE, NOT MORTAR, OR AS CALLED FOR ON THE STRUCTURAL DRAWINGS. AGGREGATE SIZE SHALL BE 3/8" OR 1/2" AT THE CONTRACTOR'S OPTION. (9) FLASHING: 45 MIL CURED EPDM. LAP ALL JOINTS 12". (10) BOND BREAKER STRIP: 15# ASPHALT ROOFING FELT ASTM D226. (11) PRE -MOULDED CONTROL JOINT STRIPS: SOLID RUBBER DESIGNED TO FIT STANDARD BLOCK AND MAINTAIN LATERAL STABILITY. PART 3 EXECUTION (1) PREPARATION: LAYOUT AND COURSE ALL MASONRY TO CONFORM TO THE DRAWINGS AND THE VARIOUS ELEMENTS TO BE INCORPORATED. ESTABLISH LOCATIONS OF ALL ANCHORS, TIES, REINFORCING, LINTELS, ETC. AND COORDINATE WITH OTHER TRADES. NO EXPOSED CUT ENDS WILL BE ALLOWED. NO CORES SHALL BE EXPOSED, USE A CORNER UNIT WITH FACING. (2) DO NOT WET CONCRETE MASONRY UNITS PRIOR TO LAYING. (3) FACE UNITS IN VERTICAL WALLS SHALL BE LAID IN A STANDARD RUNNING BOND, EXCEPT AS SPECIFICALLY NOTED ON THE DRAWINGS. EXPOSED MASONRY SHALL BE LAID WITH VERTICAL JOINTS PLUMB AND ALIGNED. (4) JOINTS: SHALL BE NOMINAL 3/8" WIDE VERTICALLY AND HORIZONTALLY. JOINTS ON ALL EXPOSED MASONRY SHALL BE TOOLED AND COMPRESSED CONCAVE. WHEN MORTAR IS THUMBPRINT HARD, USE A ROUND JOINTER/TOOLER TO PRODUCE JOINT. MORTAR SHALL BE HARD AND FIRMLY COMPRESSED. SHRINKAGE AND OTHER TYPE CRACKS WILL NOT BE ACCEPTABLE AND MUST BE REPAIRED IN AN APPROVED MANNER. JOINTS SHALL BE WEATHER TIGHT. WHERE FRESH MASONRY JOINS PARTIALLY SET MASONRY, REMOVE LOOSE UNITS AND MORTAR, CLEAN AND LIGHTLY WET CONTACT SURFACES. STOP HORIZONTAL RUNS BY RACKING BACK ONE HALF (1/2) UNIT IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. (5) MORTAR SHALL BE PLACED IN ITS FINAL POSTION WITHIN TWO HOURS OF MIXING. MORTAR DROPPINGS SHALL BE REMOVED AS THEY OCCUR, AND SHALL NOT BE ALLOWED TO HARDEN ON EXPOSED FACES. DO NOT ALLOW MORTAR TO DROP INTO THE EMPTY CELLS. (6) LOCATIONS FOR CONTROL JOINTS SHALL BE ONLY AS LOCATED ON DRAWINGS OR AS APPROVED BY ARCHITECT IN THE FIELD. CONTROL JOINTS SHALL CONSIST OF UNITS LAID TO A PLUMB, THRU WALL VERTICAL JOINT WITH PERMOLDED RUBBER SEPARATOR AND SEALANT ON EACH SIDE. HORIZONTAL REINFORCING SHALL BE CUT AT THE JOINTS. (7) INSTALLATION: INSTALL MASONRY PLUMB AND TRUE TO LINES IN ALL DIRECTIONS. DISCARD ALL UNITS THAT ARE NOT WITHIN TOLERANCE AS TO SIZE OR SHAPE, ARE CHIPPED, OR OFF COLOR. INSTALL UNITS WITH FINISHED FACE OR SPLIT FACE OUT AS REQUIRED. DO NOT POUND OR HAMMER TO FIT UNITS AFTER THEY ARE IN POSITION. WHEN ADJUSTMENT MUST BE MADE AFTER MORTAR HAS BEGUN TO SET, REMOVE MORTAR AND REPLACE IT WITH FRESH. DO NOT ALLOW MORTAR TO HARDEN ON THE FINALLY EXPOSED PORTIONS OF THE WORK. LAY CMU IN A RUNNING BOND, WITH FULL HEAD AND BED JOINTS. ALL JOINTS SHALL BE UNIFORM IN WIDTH AND THICKNESS. (8) REINFORCING: REFERENCE DRAWINGS FOR MASONRY COLUMNS, VERTICALLY REINFORCED WALLS AND WALL STIFFENERS. CONCRETE FOR VERTICALLY REINFORCED MASONRY SHALL BE ROD VIBRATED AS PLACED, WITH A MAXIMUM FILL OF 6'-0" AT ONE TIME. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS THRU HORIZONTAL BOND BEAMS AT ALL LOCATIONS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL REINFORCING SHALL BE RUST FREE AND LAPPED 48 DIAMETERS MINIMUM. HOLD IN PLACE WITH WIRE ANCHORS OR CHAIRS WHEN FILLING. (9) HORIZONTAL CMU REINFORCING SHALL BE TRUSS TYPE, HOT DIPPED GALVANIZED, COLD DRAWN STEEL CONFORMING TO ANSI/ASTM A82. INSTALL AT 16-O.C. STARTING WITH THE TOP FACE OF THE FIRST COURSE UNLESS NOTED OTHERWISE ON DRAWINGS. ENDS SHALL BE LAPPED 16". PROVIDE PREFORMED CORNER BRACING AND LAP 24". (10) PROTECTION: STOREFRONT AS WELL AS ALL OTHER EXPOSED METALS AND GLASS SHALL BE CAREFULLY PROTECTED SO AS NOT TO BE STAINED BY MORTAR, CEMENT DROPPINGS, CLEANING AGENTS, OR ANY TYPE SPLATTER. ANY DAMAGED ITEMS OR SURFACES WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. (11) CLEANING: MASONRY SHALL BE CLEANED UPON COMPLETION OF ALL WORK. MASONRY CEMENT SHALL BE CLEANED FROM WINDOWS, DOORS, CONCRETE AND OTHER MATERIALS. POINT UP EXPOSED MASONRY VOIDS, CRACKS, AND SURFACE IMPERFECTIONS. USE WATER AND A STIFF WIRE BRUSH TO CLEAN OFF EXCESS MORTAR. DO NO STRIKE OFF SURFACE MORTAR WITH METALLIC OBJECTS AS THIS MAY SPALL OFF THE FINISHED FACE OF THE UNIT CAUSING IT TO BE REPLACED. MASONRY CLEANING PRODUCTS TO BE APPLIED ACCORDING TO MANUFACTURER'S DIRECTIONS. ANY SOLUTION USED SHALL BE ACID AND EFFLORESCENT FREE, SIMILAR TO SURE-KLEAN AS MANUFACTURED BY PROSOCO, INC. WASH OFF ALL TRACES OF CLEANING AGENT WHEN COMPLETE AND FLOOD SURFACE TO REMOVE ALL CONTAMINATES. (12) WATER SEAL & GRAFFITI CONTROL: BLOCK -GUARD & GRAFFITI CONTROL BY PROSOCO. DMSION 5. METALS (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTITUCL METAL FRAMING (FOR MISCELLANEOUS ITEMS ONLY) SEE SPECIFICATIONS ON STRUCTURAL DRAWINGS FOR BUILDING STRUCTURAL STEEL. PART 1 GENERAL (1) ALL STRUCTURAL STEEL SHALL CONFORM TO LATEST ASTM SPECIFICATIONS, AISC CODES AND SPECIFICATIONS, AWS D1.1 STRUCTURAL WELDING CODE, AND AWS STAN QUALIFICATION PROCEDURE. (2) ALL STRUCTURAL STEEL ELEMENTS SHALL RECEIVE A SHOP COATING OF A RUST INHIBITIVE PRIMER AND ALL SURFACES, EXCEPT THOSE SURFACES WHERE FRICTION FITTING OR WELDING WILL BE PERFORMED. AFTER CONNECTING, THESE AREAS SHALL BE FIELD PAINTED WITH MATCHING PAINT. ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. PART 2 PRODUCTS (1) ALL MATERIALS SHALL BE RUST FREE, NEW AND SHOP PAINTED. (2) ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 (OR GRADE 55). FORMED WITHOUT HEAT. WHERE BOLTS ARE NOT CALLED OUT, USE 3/4" DIAMETER MACHINE BOLTS. (3) BOLTS SHALL CONFORM TO ASTM A325 -F (FRICTION TYPE). (4) COLD FORMED STEEL TUBING: ASTM A 500, GRADE B. ALL COLUMN ENDS SHALL BE MILLED. (5) EXTERIOR GROUT: GROUT FOR LIGHT POLE BASES, GUARD RAIL INSERTS, AND RELATED CONDITIONS EXPOSED TO THE WEATHER SHALL BE EQUAL TO MASTER BUILDERS MASTERFLOW 713. 6 FOR ITEMS CALLED FOR T 0 BE GALVANIZED: ASTM SMA 153 OR ASTM A 386. () ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWO COATS OF "GALVANIZED" OR "GALVALOY" COLD GALVANIZED COMPOUND. (7) INTERIOR GROUT: NON -SHRINK METALLIC GROUT EQUAL TO MASTER BUILDERS EMBECO 636 OR EQUAL. (8) HOT FORMED STEEL TUBING: ASTM A500 GRADE B. (9) MISC. FASTENERS: ASTM A 307, GRADE A. (10) STEEL PIPE: ASTM A 53 GRADE "B" OR AS CALLED FOR ON DRAWINGS. (11) STRUCTURAL STEEL SHAPES, COLUMNS, AND ELEMENTS: ASTM A 36 AS A MINIMUM. SEE DRAWINGS FOR OTHER TYPES AND GRADES OF STEEL. (12) WASHERS: ASTM A 325 LARGE CUT TYPE. PROVIDE 2" ROUND WASHERS FOR ATTACHING WOOD ELEMENTS TO ANY STEEL MEMBER, BOLT OR ANCHOR BOLT. (13) WELDING RODS: E60, E70, AND SA -1 AND SA -2 SERIES, AS REQUIRED FOR DIFFERENT MATERIAL REQUIREMENTS. PART 3 EXECUTION (1) FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. MARK AND IDENTIFY ALL ELEMENTS FOR FIELD ASSEMBLY. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. (2) EXPOSED STRUCTURAL ELEMENTS SHALL BE FREE OF MARKS, MILL IDENTIFICATIONS, BURRS, WELDING SPLATTERS, OR OTHER DEFECTS THAT WILL ADVERSELY AFFECT THE EXPOSED SURFACES. SECTION 05400 - LIGHT GAGE METAL FRAMING PART 1 GENERAL (1) ALL METAL FRAMING MEMBERS SHALL BE OF THE TYPES AND SIZES AS INDICATED IN THE PLANS, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. (2) THE OWNER WILL FURNISH LIGHT GAUGE METAL FRAMING MATERIALS FOR THE INTERIOR WALLS. FRAMING FOR EXTERIOR WALLS AND EXTERIOR KNEE WALLS SHALL BE BY THE GENERAL CONTRACTOR (SEE STRUCTURAL PLANS). PART 2 PRODUCTS (1) ALL FRAMING MEMBERS SHALL BE ASTM 570 GRADE 50, 50,000 PSI MINIMUM YIELD. TRACK SHALL BE 16 GAGE ASTM 570 GRADE 33, 33,000 PSI MINIMUM YIELD. ALL FRAMING MEMBERS SHALL BE PAINTED OR GALVANIZED. PART 3 EXECUTION (1) PROVIDE FIBERGLASS BATT INSULATION IN ALL DOUBLE FRAMING MEMBERS NOT ACCESSIBLE TO THE INSULATION SUB -CONTRACTOR. 2 ALL MEMBERS SHALL BE CUT SQUARE AND HAVE FULL BEARING AT UPPER AND LOWER TRACKS. NO SPLICING OF STUDS WILL BE ALLOWED. JACK STUDS SHALL BE INSTALLED BELOW WINDOW SILLS AND ABOVE HEADERS. SECTION 06010 -ROUGH CARPENTRY PART 1 GENERAL (1) GRADING RULES: SOUTHERN PINE - LATEST EDITION OF STANDARD GRADING RULES, SOUTHERN PINE INSPECTION BUREAU (SPIB). DOUGLAS FIR, WESTERN LARCH, WESTERN HEMLOCK- LATEST EDITION OF STANDARD GRADING RULES PUBLISHED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL MATERIAL MANUFACTURED IN ACCORDANCE WITH U.S. PRODUCT STANDARD D D AND SHALL CARRY GRADE TRADEMARKS ON EACH PIECE. (2) WORKMANSHIP: EMPLOY ONLY SKILLED CARPENTERS. ALL CARPENTRY SHALL BE ACCURATELY SET, PLUMB, TRUE, EVEN AND SECURELY FASTENED IN ACCORDANCE WITH REFERENCED STANDARD OR MANUFACTURER'S RECOMMENDATIONS. 3 UNLESS NOTED OTHERWISE ALL REVERSE SLOPE FASCIA FRAMING FRAMING AROUND WINDOW MULLIONS/STEEL BEAMS, MECHANICAL ROOM ROOF, AND BACK BAR FRAMING SHALL BE WOOD. ALL OTHER FRAMING SHALL BE METAL. PART 2 PRODUCTS (1) MATERIALS: a) JOISTS, BEAMS, PLANKS, RAFTERS, HEADERS: S4S, #2SYP OR #2DF, AIR-DRIED TO A MOISTURE CONTENT OF NINETEEN (19) % OR LESS. b) PLATES, BLOCKING, FURRING, AND BRACING: S4S, #2SYP OR #2 DF OR BETTER. c) STUDS: BEARING FRAMING TO BE NO. 2 SPRUCE - PINE - FIR. NON-BEARING FRAMING TO BE NO. 2 OR BETTER. AIR-DRIED TO A MAXIMUM MOISTURE CONTENT NINETEEN (19)%. BEARING FRAMING STUDS AT SIXTEEN (16) INCHES ON CENTER (U.N.O.).NON-BEARING FRAMING STUDS AT TWENTY-FOUR (24) INCHES ON CENTER (U.N.O.) OR UNLESS LOCAL CODE REQUIRES CLOSER SPACING. d) EXTERIOR WALL SHEATHING SHALL BE 1/2" OSB APPLIED AT RIGHT ANGLE TO THE STUDS WITH SCREWS. SHEATHING SHALL BE APPLIED TO ALL METAL FRAMED EXTERIOR WALL SURFACES. e) PRESERVATIVE TREATMENT: ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN COMPLIANCE WITH AWPA STANDARDS C2, 15% MAXIMUM MOISTURE CONTENT EQUAL TO WOLMAN SALTS BY KOPPERS COMPANY, INC. (1) FASTENERS: ALL ROUGH HARDWARE AND FASTENERS USED ON THE EXTERIOR SHALL BE CORROSION RESISTANT AND NON -STAINING. UNLESS CALLED OUT OTHERWISE, THEY SHALL BE GALVANIZED OR STAINLESS STEEL. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLABLE IRON WASHERS FOR ALL BOLTS DESIGNED TO ACT IN TENSION, SUCH AS HOLD DOWN ANCHORS. PART 3 EXECUTION (1) ALL DIMENSIONS AND MEASUREMENTS SHALL BE FIELD VERIFIED TO PRODUCE PROPER FIT AND FUNCTION. ALL MEMBERS SHALL BE SELF FITTING WITHOUT FILLERS. FASTENERS AND ANCHORAGES SHALL BRING THE MEMBERS INTO A TIGHT FIT WITHOUT MOVEMENT WHEN A DEAD AND LIVE LOAD ARE SUPERIMPOSED. (2) ALL FRAMING LUMBER, BLOCKING, STUDS, JOISTS AND RELATED MEMBERS SHALL BE CLOSELY FITTED WITH SQUARE OR SHAPED ENDS, ACCURATELY SET TO REQUIRED LINES AND LEVEL, PLUMB AND TRUE IN ALL DIMENSIONS. MEMBERS ON A SLOPE SHALL BE ACCURATELY CUT TO FIT THE ANGLES. ALL WOOD MEMBERS SHALL BE NAILED OR BOLTED TO THE ABUTTING MATERIAL TO HOLD THEM FIRMLY IN PLACE. NO FRAMING MEMBER SHALL BE DIMINISHED IN CROSS SECTIONAL AREA TO ACCOMMODATE PIPES, WIRES, OR CONDUITS. BOLT HOLES SHALL BE THE SAME SIZE AS THE NOMINAL SIZE OF THE BOLT USED. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. PRE- DRILL ALL HOLES FOR 20D AND LARGER NAILS AND ALL LAG BOLTS. CENTER ALL BORED HOLES IN WALL FRAMING. (3) PROVIDE WOOD BLOCKING TO SUPPORT SHELVES, CASEWORK, PAPER TOWEL DISPENSERS, FIRE EXTINGUISHERS, GRAB BARS, MIRRORS, AND ELECTRICAL/ PLUMBING/ AND HVAC ITEMS AS NOTED ON PLANS AND AS REQUIRED. SECTION 06200 - FINISH CARPENTRY PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO SET MINIMUM STANDARDS FOR MATERIALS AND INSTALLATION OF ALL INTERIOR AND EXTERIOR FINISH CARPENTRY, INCLUDING CABINETWORK AND TOPS. PART 2 PRODUCTS (1) SEAL ALL COUNTERTOPS TO ADJACENT SURFACES WITH SILICONE SEALANTS ONLY. PART 3 EXECUTION (1) GLUES AND ADHESIVES SHALL BE KEPT OFF EXPOSED SURFACES TO RECEIVE STAIN OR PAINT. (2) ALL INTERIOR AND EXTERIOR JOINTERY SHALL BE TO VERY CLOSE TOLERANCES WITH EQUAL FITTINGS. FILL ALL JOINTS BEFORE FINISHING. SECTION 07200 - INSULATION PART 1 GENERAL (6) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR INSULATION PRODUCTS AND THEIR INSTALLATION. PART 2 PRODUCTS (1) MATERIALS: a) ROOF: 4" POLYISOCYAN U RATE FOAM INSULATION R VALUE 23.6 COMPLYING WITH ASTM C1289-95 CLASS 1, TYPE II. b FRAMED WALLS. EXTERIOR • TY S 0 PE III, CLASS A FIBERGLAS BATT INSULATION R VALUE 13 AS SHOWN ON DRAWINGS. INSULATION SHALL HAVE REINFORCED FOIL LAMINATE OR VAPOR BARRIER TO THE WARM SIDE ABOVE CEILING AND KRAFT PAPER BACKED IN ENCLOSED WALLS. FILL ALL VOIDS IN EXTERIOR WALLS AS SHOWN ON PLANS. INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPED RATING OF LESS THAN 450. c) MASONRY EXTERIOR WALLS: CORE -FILL 500, TWO COMPONENT SYSTEM CONSISTING OF AMINO-PLAST RESIN AND A CATALYST FOAMING AGENT SUFACANT. THESE COMPONENTS ARE RATIOED, COMBINED AND PROPELLED WITH COMPRESSED AIR INTO ALL MASONRY CAVITIES THROUGH HOLES DRILLED IN MORTAR JOINT. R VALUE FOR 8" BLOCK WITH 60 LBS. DENSITY SHALL BE 14.2. TO BE PROVIDED AND INSTALLED BY CORE -FILL. PART 3 EXECUTION (1) INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FILL ALL AREAS AROUND VOIDS, PIPES, BETWEEN STRUCTURAL ELEMENTS AND AS CALLED FOR ON DRAWINGS. PACK ALL VOIDS COMPLETELY WITH INSULATION. DO NOT COMPRESS AS THE R- VALUE WILL BE LOWERED AS THE DENSITY INCREASES. SECTION 07600 -FLASHING do SHEET METAL PART 1 GENERAL (1) IT IS THE INTENT THAT ALL SHEET METAL FLASHINGS, DRIPS, COUNTER FLASHINGS, DOWNSPOUTS, GUTTERS, HEAD FLASHINGS, AND AS CALLED FOR ON THE DRAWINGS SHALL BE WATER AND WEATHER TIGHT UNDER ALL WEATHER CONDITIONS. (2) STANDARDS: ARCHITECTURAL SHEET METAL MANUAL OF THE SHEET METAL AND AIR CONDITIONING CONTRACT NATIONAL BE USED AS A ORS N L ASSOCIATION SHALL BASIS FOR THE INSTALLATION OF ITEMS NOT SHOWN IN DETAIL OR NOT SPECIFIED. ALSO REFERENCE ASTM A-525 AND ASTM A-527. PART 2 PRODUCTS (1) UNLESS OTHERWISE NOTED, ALL CAP FLASHING SHALL BE .040" ALUMINUM MILL FINISHED WITH JOINTS CAPABLE OF 3/8" MOVEMENT AT MAXIMUM 20' BETWEEN JOINTS. MINIMUM OVERLAP FOR THE CAP FLASHING SHALL BE 6". EXTERIOR AND EXPOSED SHEET METAL SHALL BE .040" ALUMINUM MILL FINISHED. 2 FASTENERS SHALL BE OF THE SAME MATERIAL AST FLASHINGS OR A COMPATIBLE ATIBLE NON- CORROSIVE METAL INSTALLED AS RECOMMENDED BY SMACNA. (3) GUTTERS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. INSTALL WITH MINIMUM PITCH TO DOWNSPOUTS a) DOWNSPOUTS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. UNLESS OTHERWISE NOTED, PIPE DOWNSPOUTS AWAY FROM BUILDING OR PROVIDE SPLASH BLOCKS AS REQUIRED TO PREVENT EROISION AND/OR WATER ACCUMULATION AROUOND BUILDING OR IN OTHER AREAS. PART 3 EXECUTION (1) SHOP FABRICATE TO THE GREATEST EXTENT POSSIBLE. (2) PROVIDE FOR HORIZONTAL EXPANSION WITH JOINTS AS DETAILED BY SMACNA. (3) FORM ALL SHEET METAL ON CONVENTIONAL EQUIPMENT TO INSURE METAL IS FREE FROM OIL- CANNING, BUCKLING, TOOL MARKS, EQUIPMENT MARKS, DENTS, CRUSHING AND TRUE IN LINE AND DIMENSION. EXPOSED EDGES SHALL BE FOLDED BACK TO FORM HEMS FREE OF TOOL AND DIE MARKS. (4) ANCHOR ALL PIECES FIRMLY IN PLACE, PROVIDING FOR THERMAL EXPANSION. USE CONCEALED FASTENERS AT ALL LOCATIONS EXPOSED TO PUBLIC VIEW AND MINIMIZE EXPOSED FASTENERS AT ALL OTHER LOCATIONS. SEAL AT CONDITION THAT CANNOT BE OTHERWISE MADE WATER AND WEATHERTIGHT WITH ELASTOMERIC SEALANT. PART 1 -GENERAL 1. THIS SECTION INCLUDES: A. INSULATION BOARDS. B. THERMOPLASTIC SINGLE -PLY ROOFING. 2. DELIVERY, STORAGE, AND HANDLING A. KEEP ROOFING MATERIALS DRY DURING DELIVERY, STORAGE AND DURING ROOFING INSTALLATION. 3. WARRANTIES A. SUBMIT MANUFACTURER'S STANDARD LIMITED PRODUCT WARRANTY SIGNED BY THE MANUFACTURER'S AUTHORIZED OFFICIAL, GUARANTEEING TO CORRECT FAILURES IN PRODUCT WHICH MAY OCCUR DURING THE INDICATED WARRANTY PERIOD, WITHOUT REDUCING OR OTHERWISE LIMITING ANY OTHER RIGHTS TO CORRECTION WHICH THE OWNER MAY HAVE UNDER THE DOCUMENTS. 1. 15 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. B. THESE WARRANTIES SHALL BE IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS. PART 2 - PRODUCTS 1. MANUFACTURER: A. PROVIDE PRODUCTS COMPLYING WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS AND MADE BY: 1. GAF BUILDING MATERIALS CORPORATION. 2. SHEET MATERIALS A. INSULATION: SEE SECTION 07200. INSULATION MUST BE APPROVED BY MANUFACTURER. MECHANICALLY FASTEN INSULATION AND BASE SHEET TO THE DECK WITH THE JOINTS STAGGERED IN ONE DIRECTION, IF MULTIPLE LAYERS ARE USED, OFFSET JOINTS BETWEEN LAYERS. INSTALL COVER BOARD AS DIRECTED/REQUIRED BY MANUFACTURERS SPECIFICATIONS. B. MEMBRANE: EVERGUARD TPO 60 MIL SINGLE -PLY ROOFING MEMBRANE BY GAFMC. A SMOOTH TYPE POLYESTER SCRIM REINFORCED N ORCED THERMO PLASTIC POLYOLEFIN MEMBRANE WITH A NOMINAL 0.060 INCH (1.5 MM) THICKNESS, FOR USE AS A SINGLE PLY ROOFING MEMBRANE. MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS OF ASTM D-6878. COLOR SHALL BE WHITE. 3. ACCESSORIES A. CANTS: AS SPECIFIED BY MANUFACTURER. B. FASTENERS: AS SPECIFIED BY MANUFACTURER. C. ADHESIVES: AS SPECIFIED BY MANUFACTURER. PART 3 - EXECUTION 1. EXAMINATION: EXAMINE AREAS WHERE ROOFING IS TO BE INSTALLED. CORRECT SUBSTRATE SURFACES WHICH ARE UNACCEPTABLE TO INSTALLER AND TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE STARTING ROOFING APPLICATION. SURFACE SHALL BE DRY, SMOOTH,CLEAN AND FREE OF SHARP PROJECTIONS AND DEPRESSIONS. ROOF DECKS SHALL PROVIDE POSITIVE DRAINAGE. INSTALL ROOFING SYSTEM TO AGREE WITH INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS, OR ARE NECESSARY TO ACCOMMODATE PROJECT CIRCUMSTANCES. 2. LOOSE LAY INSULATION WITH JOINTS STAGGERED OVER THE DECK. IF MULTIPLE LAYERS ARE USED STAGGER IN BOTH DIRECTIONS. THE INSULATION SHALL BE SECURELY ATTACHED TO THE ROOF DECK A - AS BY MANUFACTURER. A MINIMUM FMRC 1 60 ATTACHMENT IS RECOMMENDED. REFER TO FMRC APPROVAL GUIDE FOR FM FASTENING PATTERNS. FACTORY MUTUAL REQUIRES FASTENER DENSITY INCREASED IN CORNER AREAS FOR FM 1-60 AND PERIMETER, AND CORNER AREA FASTENER DENSITY INCREASES FOR FM 1-90 OR GREATER. REFER TO FM LOSS PREVENTION DATA SHEETS 1-7, 1-28, AND 1-49. 3. MEMBRANE: A. PLACE MEMBRANE SO THAT WRINKLES AND BUCKLES ARE NOT FORMED. ANY WRINKLES OR BUCKLES MUST BE REMOVED FROM THE SHEET PRIOR TO PERMANENT ATTACHMENT. ROOF MEMBRANE SHALL BE MECHANICALLY FASTENED (PER MANUFACTURERS INSTRUCTIONS) IMMEDIATELY AFTER IT IS ROLLED OUT, FOLLOWED BY WELDING TO ADJACENT SHEETS. B. OVERLAP ROOF MEMBRANE A MINIMUM OF 6"(15 CM) FOR SIDE LAPS AND 3"(15 CM) FOR END LAPS. C. INSTALL MEMBRANE SO THAT THE SIDE LAPS RUN ACROSS THE ROOF SLOPE LAPPED TOWARDS DRAINAGE POINTS. D. ALL EXPOSED SHEET CORNERS SHALL BE ROUNDED A MINIMUM OF 1". E. USE FULL WIDTH ROLLS IN THE FIELD AND PERIMETER REGION OF ROOF. F. ROOF MEMBRANE MUST BE MECHANICALLY FASTENED IN THE SIDE LAP AREA TO THE ROOF DECK WITH FASTENERS AND PLATES OF A TYPE AND SPACING APPROPRIATE TO THE DECK TYPE AS REQUIRED BY THE MANUFACTURER. G. THE METAL PLATES MUST BE PLACED WITHIN 1/4- - 3/4" (6 MM X 18 MM) OF THE MEMBRANE EDGE. PLATES MUST NOT BE PLACED CLOSER THAN 1/4" (6 MM) TO THE MEMBRANE EDGE. H. FASTENERS MUST BE INSTALLED TO ACHIEVE THE PROPER EMBEDMENT DEPTH AND ROOF DECK PENETRATION. INSTALL FASTENERS VERTICAL TO THE DECK, WITHOUT LEAN OR TILT. DO NOT OVER- OR UNDER -DRIVE FASTENERS. USE DRILL -TEC SCREWS WITH SIZE AND SPACING AS REQUIRED IN MANUFACTURERS INSTRUCTIONS I. INSTALL FASTENERS SO THAT THE PLATE IS DRAWN DOWN TIGHTLY TO THE MEMBRANE SURFACE. PROPERLY INSTALLED FASTENERS WILL NOT ALLOW THE PLATE/TERMINATION BAR TO MOVE (UNDERDRIVING), BUT WILL NOT CAUSE WRINKLING OF THE MEMBRANE (OVERDRIVING). J. MEMBRANE LAPS SHALL BE HEAT -WELDED TOGETHER. PREPARE ROOF SURFACE FOR SEAMING PER MANUFACTURERS INSTRUCTIONS. ALL WELDS SHALL BE CONTINUOUS, WITHOUT VOIDS OR PARTIAL WELDS. WELDS SHALL BE FREE OF BURNS AND SCORCH MARKS. K. WELD SHALL BE A MINIMUM OF 1-1/2"IN WIDTH FOR AUTOMATIC MACHINE WELDING AND A MINIMUM 2" IN WIDTH FOR HAND WELDING. L. ALL CUT EDGES OF REINFORCED MEMBRANE MUST BE SEALED WITH EVERGUARD(R) TPO CUT EDGE SEALANT. M. SUPPLEMENTAL MEMBRANE ATTACHMENT IS REQUIRED AT THE BASE OF ALL WALLS AND CURBS AND WHERE THE ANGLE OF THE SUBSTRATE CHANGES BY MORE THAN FIVE (5) DEGREES (1" IN 12"). THE ROOFING MEMBRANE SHALL BE TURNED UP A VERTICAL PLANE A MINIMUM OF 3" AND SECURED WITH SCREWS. TERMINATION BAR FASTENER SPACING IS THE SAME AS IS USED FOR IN -LAP ATTACHMENT. THE TERMINATION BAR MUST BE INSTALLED WITHIN 1-1/2" TO 2" OF THE PLANE OF THE ROOF MEMBRANE, WITH A MINIMUM OF 1" OF MEMBRANE EXTENDING ABOVE THE TERMINATION BAR. N. SUPPLEMENTAL MEMBRANE ATTACHMENT TO THE STRUCTURAL DECK IS REQUIRED AT ALL PENETRATIONS UNLESS THE INSULATION SUBSTRATE IS FULLY ADHERED TO THE DECK. ROOFING MEMBRANE SHALL BE SECURED TO THE DECK WITH APPROPRIATE DRILL -TEC SCREWS AND PLATES. 4. ROOF INSULATION IS NOT PART OF THE ROOF MEMBRANE. THE FUNCTION OF ROOF INSULATION IS TO PROVIDE A SMOOTH, DRY, CLEAN AND FIRMLY ATTACHED SUBSTRATE TO RECEIVE ROOFING MEMBRANE AND FURNISH INSULATING VALUE AGAINST TEMPERATURE TRANSFERENCE. INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTRUCTIONS. 5. CANTS SHALL BE INSTALLED AS Y REQUIRED Q B THE MANUFACTURER. 6. CRICKETS SHALL BE INSTALLED UPGRADE OF ALL CURBS AND SIMILAR CONDITIONS TO AVOID WATER PONDING. 7. CURBS SHALL BE INSTALLED A MINIMUM OF 24" FROM A PARAPET WALL OR FROM ANOTHER CURB TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. 8 CONDUITS AND OTHER PIPE PENETRATIONS SHALL BE A MINIMUM OF 16" FROM CURBS, PARAPET WALLS, OR EACH OTHER TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. INSTALL MEMBRANE USING PENETRATION DETAILS AS DETAILED IN MANUFACTURER'S INSTRUCTIONS. EXPANSION AND CONTRACTION OF THE PIPING SYSTEM MUST BE ALLOWED FOR. 9 FLASHING AND STRIPPING IN: INSTALL FLEXIBLE BASE FLASHINGS AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS FOR HEAT WELDED ROOFING SYSTEMS. PERMIT # L 7 2.2- >_ I 0 11 c yl � I � I I 0 C 0 z o w o w ¢ tcoac- v Q oX-C O v001 o O L.0 U �y 0) c=-sa- o -, o L0 o e v41 a (a z d 0 U U ' Lo W) 0 Lr)O�Urcv aN� W � a ¢ ' C�t 3 0 U) 1X to Uj 0 yp, a)00 O W N 0 0-02-0 O 1`000= O 2 0d "h L a:).---. 3 a 7 a_ N N i° .. ++ D J -0 a c 0 0 c - • I co * v.0` 00 0o > L O 0 USN 0 ac Lo N C'�C00'L. Y .. ca o M 0 N +' ;' 0 -6--i 3 re) � U�U -0030 v c t�� c C Opo U3 C +. 00ao�>' 3a F- oQf� >_ I 0 11 M yl � I � I I z w m m Z o O 3 0 w LLf w C z d a, W � a N M -IIIIIIII I r a W ® ~ 0 W 1 mi ai 0 F2 Fu-)]!00L_r� ULc) Z LL o ! zrn r N N FRI ILL W L. 0 r, � Fc� � -6 r__ N*0 a Q b c c xfL0L. ! 0 IR 00 F§l Lao) IR k".. . j V) O Q LL_ U W Y w Ill I Y_ Or _L cr_ IZ \of Z Q O0- H Q � V) =) 000 r- W LTJ V)_ MV) 0 w J O mQ i- 0 acf- 0 W W Y ci gw O(�O HUW< 3:: O CHECKED BY: MDP DRAWN BY: KELLY SPECIFICATIONS JOB N0: SHEET 30233 sp. DATE: OF 27_ 11/30/17 SHEETS 0) • V) U F_ V pONa C 4" BRICK VENEER PILASTER AT REAR CORNERS. PROVIDE 4" SOLID -GROUTED CMU BELOW GRADE TO FOOTING. PROVIDE VENEER TIES TO WALL AT 16" O.C. VERT AND 12" O.C. HORIZ. TYP 2 PLACES 5 FOUNDATION PLAN SCALE: 1/4" = 1'-0" SEE PLAN & SCHED FOR VERT REINF FINISH GRADE/ PAVING, SEE SITE DWGS uiW 0(D i am m o �w 0 N w (n ui 0 33/8'. cD CIPC FTG, SEE PLAN SEE SCHED EXT FND WALL SCALE: 3/4" = 1'-0" LADDER TYPE JT REINF @ 16" OC 8" CMU, SEE ARCH DWGS CIPC SOG W/ 8" THICKENED EDGE, SEE PLAN 6 MIL VAPOR RETARDER LAP DOWELS PER SCHEDULE 12" CMU FND- FILL ALL CELLS W/ GROUT, TYP NOTE: CIPC SOG NOT SHOWN FOR CLARITY 3/4" BASE PL, DIM AS INSIDE EDGE OF 12" SHOWN W/ 4- 5/8"0 CMU FND WALL BLW ANCHORS, SEE 6/S-1 FOR MORE INFO FULLY GROUT ALL FND CELLS 1 _ _- 1/4 3" 4" 1/4 Wl 1/2" 4" EDGE BLOCK B HmSS COL BASE PL (PLAN VIEW) SCALE: 3/4" = 1'-0" 4 JOINT TO OCCUR BLW CMU BEYONDDOOR THRESHOLD / Vr�._....._ WIN SYSTEM EXT WALK CIPC SOG W/ 8" THICKENED SLOPES 1/4"/FT EDGE, SEE PLAN LuW m C)Np Lu m 6 MIL VAPOR LL_ o RETARDER N =U)Q o 3 3/8" 12" CMU FND- FILL ALL (D CELLS J U CIPC FTG, SEE PLAN SEE SCHED EXT FND WALL AT DOOR SCALE: 3/4" = 1'-0" HSS COL, SEE PLAN 4" EDGE BLOCK — 12" CMU FND WALL, SEE PLAN SIDEWALK W/ THICKENED EDGE @ SOME LOCATIONS (GRID 4" STOREFRONT, SEE ARCH DWGS }� CIPC SOG W/ 8" THICKENED EDGE, SEE PLAN o 6 MIL VAPOR RETARDER 0 4" EDGE N Q Q BLOCK 12" CMU FND- FILL ALL Lu REINFORCED CELLS W/ GROUT, TYP #4 DOWELS @ 48" OC (ALT HOOK DIR) CIPC FTG, SEE PLAN SEE SCHED EXT FND WALL AT STOREFRONT 1 )--,S 3/4" = 1'-0" 1/2" RADIUS TOOLED EDGE FINISH GRADE/ PAVING, SEE SITE DWGS io w r' z .... Elf Lu U O Q m ui �3 SEE SOILS REPORT FOR SUBGRADE REQUIREMENTS 1- #5x CONT T&B'wr 11 SIDEWALK TURN -DOWN SLAB SCALE: 3/4" = 1'-0" STD LAP LENGTH, SEE ,.. SCHEDULE 8" CMU WALL ALIGNED 0. OVER 12" FND WALL BLW, SOLID GROUTED- SEE PLAN & SCHEDULE FOR REINF HOOK WALL VERTS TO LOWER MAT, ALT HOOK DIR INTERIOR WALL FOUNDATION SCALE: 3/4" = 1'-0" L SEE SCHEDULE CIPC FTG, SEE PLAN HSS COL BRG EXT CMU FND WALL SCALE: 3/4" = 1'-0" HSS COL BAS SCALE: 3/4" = 1'-0" CIPC SOG, SEE PLAN 6 MIL VAPOR RETARDER 12" CMU FND- GROUT SOLID INSIDE EDGE OF 12" CMU FND WALL BLW FULLY GROUT ALL FND CELLS 7 1/4 3" 4" 1 1/2" NOTE: CIPC SOG NOT C SHOWN FOR CLARITY E PL (CORNER PLAN VIEW) SHEET NOTES: CIPC SOG W/ 8" LOCAL UTILITY LINES PRIOR TO CONSTRUCTION j THICKENED EDGE, SEE SIDEWALKS ONLY- SEE ARCHITECTURAL DRAWINGS FOR MORE DETAILS PLAN REINFORCING 4. ALL DIMENSIONS ARE TO FINISHED FACE OF MASONRY SURFACES 3/4" L -SHAPED BASE CMU WALL REINF SCHEDULE PL, DIM AS SHOWN W/ DOWEL 4- 5/8"0 ANCHORS, HORIZ REINF Q M 0 O - SEE 6/S-1 FOR MORE SIZE 1 3/4" BASE PL W/ 4- 5/8"0 INFO SPA HEX HEAD ANCHOR ROD #4 #4 ATOP t1 1/2" NON -SHRINK 244 32" OC GROUT, SEE DETAIL 7/S-1 - - - & 8/S-1 FOR PLAN VIEW/ a O CL a U)9 #4 DOWEL @ 48" OC 4" EDGE BLOCK L SEE SCHEDULE CIPC FTG, SEE PLAN HSS COL BRG EXT CMU FND WALL SCALE: 3/4" = 1'-0" HSS COL BAS SCALE: 3/4" = 1'-0" CIPC SOG, SEE PLAN 6 MIL VAPOR RETARDER 12" CMU FND- GROUT SOLID INSIDE EDGE OF 12" CMU FND WALL BLW FULLY GROUT ALL FND CELLS 7 1/4 3" 4" 1 1/2" NOTE: CIPC SOG NOT C SHOWN FOR CLARITY E PL (CORNER PLAN VIEW) SHEET NOTES: 1. TOP OF FOOTING ELEVATIONS TO BE COORDINATED WITH LOCAL UTILITY LINES PRIOR TO CONSTRUCTION 2. TOOLED CONTROL JOINTS FOR EXTERIOR SIDEWALKS TO BE LOCATED AT CL OF WINDOW MULLIONS AT EXTERIOR SIDEWALKS ONLY- SEE ARCHITECTURAL DRAWINGS FOR MORE DETAILS 3. SEE SCHEDULE FOR SIZE AND SPACING OF DOWELS AND REINFORCING 4. ALL DIMENSIONS ARE TO FINISHED FACE OF MASONRY SURFACES SCHEDULES & LEGENDS: CMU WALL REINF SCHEDULE MARK DOWEL VERT REINF HORIZ REINF Q M 0 O - SIZE SIZE 1 SPA SIZE SPA (R1 #4 #4 32" OC 244 32" OC J m a O CL a U)9 ADDITIONAL REMARKS: 1. SEE GENERAL NOTES, 2/S-3, AND 4/S-3 FOR ADDL INFORMATION. 2. ALL REINFORCED CELLS SHALL BE SOLIDLY GROUTED. 3. SEE REBAR LAP SCHEDULE FOR REQUIRED LAP LENGTHS. 4. ALL BOND BEAMS SHALL BE MIN OF 8" DEEP, UNO. WHEN CONSTRUCTING BOND BEAMS USING HALF -HEIGHT BLOCKS, THE COURSE CONTAINING THE REINFORCING AND THE COURSE ABOVE MUST BE SOLIDLY GROUTED. WHEN USING FULL HEIGHT BLOCK, ONLY THE COURSE CONTAINING THE REINFORCING NEED BE GROUTED. 5. BOND BEAMS SHALL BE CONSTRUCTED USING PROPER BOND BEAM SECTIONS, FIELD -MODIFIED BLOCKS SHALL NOT BE PERMITTED. 6. ALL WALL SEGMENTS SHALL RECEIVE AT LEAST ONE VERT IN THE LAST CELL AT EACH END. WALL SEGMENTS GREATER THAN 16" LONG SHALL HAVE A MIN OF 3 VERTS ALONG THE LENGTH. ALL WALLS SHALL HAVE A CONT BOND BEAM AT THE ROOF LEVEL AND AT THE TOP OF WALL. REBAR LAP SCHEDULE BAR O 3000 PSI CONC MASONRY REINF CLASS 'A' CLASS 'B' VERT HORIZ #3 17" 22" 15" 12" #4 22" 28" 20" 15" #5 28" 36" 25" 19" #6 33" 43" 30" 23" #7 48" 62" 35" 28" ADDITIONAL REMARKS: 1. USE CLASS 'B' LAP LINO ON THESE DRAWINGS 2000 PSF FOOTING SCHEDULE MARK SIZE REINFORCING F1 1'-6"W x 10"D, CONT 2- #4, CONT F2 3'-0" x 3'-0" x 10"D 4- #4 EA WAY 2500 PSF FOOTING SCHEDULE MARK SIZE REINFORCING F1 1'-6"W x 10"D, CONT 2- #4, CONT F2 2'-6" x 2'-6" x 10"D 3- #4 EA WAY ADDITIONAL REMARKS: 1. VERIFY SOIL BEARING CAPACITY WITH SOILS REPORT. IF NO SOILS REPORT IS AVAILABLE, 2000 PSF SCHEDULE MUST BE USED SPECIAL INSPECTION: CONCRETE: PER IBC 2006 SECTIONS 1704.1 AND 1704.4 EXCEPTIONS 1, 2, & 3, SPECIAL INSPECTION OF CONCRETE CONSTRUCTION IS NOT REQUIRED FOR THIS STRUCTURE. MASONRY: PER IBC 2006 SECTIONS 1704.1 AND 1704.5 EXCEPTION 1, SPECIAL INSPECTION OF MASONRY CONSTRUCTION IS NOT REQUIRED FOR THIS STRUCTURE. STRUCTURAL STEEL: SPECIAL INSPECTIONS WILL ONLY BE REQUIRED WHEN WARRANTED BY CONDITIONS BY THE LOCAL BUILDING OFFICIAL PER IBC 2006 SECTION 1704.1 EXCEPTION 1, AND, IF REQUIRED, WILL ONLY BE PERFORMED PERIODICALLY PER SECTION 1704.3 EXCEPTIONS 1 AND 2 AND CONFORM TO TABLE 1704.3. PERMIT # 1 i- .77Z = r• I(_ is 14 12/05/2017 Y O 0 O®Lulw ~o Lu Z �g M O (A O ZQ C6a 2 o Za�W p� < m U N O W Q W Q O O 2� Lu U Lu cu Z ❑J cfl (D a <� rn U Lc') w Q J L Z"' � LL a LO 4t !`0 y LDC'4 S.1 � L oLu Y_ 0 Fw Lu Lr) W oZ "l, U -)Z Q m Y Q M 0 O - Z W M C/) ti � LV Q CJD U o Lu 0 U Y O 0 O®Lulw ~o Lu Z �g M O (A O ZQ C6a 2 o Za�W p� < m U N O W Q W Q O O 2� Lu U Lu cu Z ❑J cfl (D a <� rn U Lc') w Q J L JOB NO: � LL a 0 Z 17151-0389 S.1 Q U) Y_ 11128/2017 OF 27 SHEETS —J m Oa. m Y a. N a Z J m a O CL a U)9 �o �a OYQ QQ2 O m w w U) U Z O M OJ 3: N CHECKED BY: MMH DRAWN BY: JDC U) Z QW M WW _� L� LL Ld O W N (n } O x aS of o� zr oz is o w mm aE W O U a z cn WV U) o � = W WoJO = LL Q W LL LL LL o� � o rz o W �U3 az � o M W W � W F_W W � �LL a zw LLJ LU _~ Lu LLI W� �Lu M W W z of Lu Z m ow W Z of oar z W Q zoo W �Q C3 ~ U W fx W <n w -, Lu oU) STRUCTURAL Y JOB NO: SHEET U 17151-0389 S.1 Q U) DATE: 11128/2017 OF 27 SHEETS —J m 4" BRICK VENEER PILASTER AT REAR CORNERS. STEP TOP OF WALL AS SHOWN. PROVIDE VENEER TIES TO WALL AT 16" O.C. VERT AND 12" O.C. HORIZ. TOW 116 - 8" Ico M rb s 2 TOW 116'- 0" 48'- 0" ` 5 \ SOLID -GROUTED CMU S-2 fF VERTS AND PARAPET, JB 110'- 8" r"SEE 5/S-2 TOW 116'- 8" ' LINTEL OVER OPENING, SEE SCHEDULE 11 C3 10K1 @ 5' - 6" 11 21'- 0 7/8" RETURN AIR END OF RTU a' EEE TOW 110'- 11 5/8" Y TOS 111' - 2.3/8" t. BM BRG 110'- 1 3/4" LINTEL OVER OPENING, y ( ISI t SEE SCHEDULE I ' (FAN 'A'SEE , 3 } 19'- 9 3/8" CL FAN MECH) S-2 zo Lu co S2 IIHSS12X3X5/16 HSS 12X3X5/16 TOS 111' - 8" 111'- 5 1/2. 1 _ 111'- 5 1/2" S-2 BEVEL PERP STL VENEER BRICK 1" PROUD OF ANGLES @ MAIN PARAPET AT CORNER & FULLYi CORNERS, SEE ARCH FOR 8 ?: 8 WELD TOGETHER, DIMENSIONS AND DETAILS S-2 TYP 7/S-2 AND 8/S-2 FOR CHANGE IN BRICK SUPPORT AT THESE LOCATIONS 11/7-16 23'- 6 3/8" 10 23- 6 3/8" C B ROOF FRAMING PLAN ml (cl TYP 3/16 11/2 ALL JSTS 3/16 V 11/2 STL JSTS, SEE PLAN (2 1/2" MIN JST BRG UNO BY MFR) 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @ 6" GA @ EACH JOIST LOCATION VERT WALL REINF, SEE PLAN EW ROOFTOP EQUIPMENT LOADS FASTEN ROOF DECK - AS SPECIFIED IN DETAIL 1/S-3 GRID CONT PT DBL TOP PL, 3-12 1 1/2"'B' Deck 5518" 3" STAGGER SPLICES 16" MIN - ELEVATION OIL TO PARAPET 1/2" SHTHG TYP 1 1/2"'B' Deck SEE ARCH THROUGHOUT, SEE GEN -- — — - INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. NOTES FOR FASTENING UNO L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE 2x4 @ 16" OC W/ 1/2" ON DETAIL CONT BOND BM W/ 2- # SHTHG AS SHOWN REINF 22GA LESS THAN OR EQ TO 3'-0" CONT 2x8 LEDGER W/ 2- #12 x PL 1/2x6x0'-8" W/ 2- 1/2"0 V VENEER, SEE ARCH (SEE _ 4" SCREWS @ EA STUD, 22GA GEN NOTES FOR VENEER BEVEL AS REQD JOIST LOCATION TIE SPACING, TYP) 7712x4 GROUT STOP MESH AT BOT r @ 32" OC W/ 1/2" MAX @ EDGE OF DECK/ �' 'SIMPSON' A34 @ EA END ROOF DECK, SEE PLAN = =: 16K2 @�5 -6" PT BOT PL W/ 2 ROWS OF # TYP MTL DECK o. JB' 10 x 2" TEK SCRES @ 12' OC, STAGGER OFF CL 3/4" DIAPHRAGM lA5 \ FASTENING, SEE GEN / SEE PLAN ANGLE AS REQD TO FIT` NOTES TOS 111'- 4 1 IJ BRG LOCATIONS) CONT BENT PL 3/8x6xl'-0" J (4S.�, CMU WALL, SEE PLANBRG AL ELEV AL BO STUD WALL DEFLECTION TRACK, 110'-0" ROOF BAR JST, SEE ARCH CONT BOND BM W/ 2- #4 @ TOP _I CONT BENT PL 3/8x4x1'-0" BM BRG 110' - 3 3/4" OF WALL, TYP NOTE: WHERE VENEER ARCH BUMPS OUT 1", PROVIDE GROUT STOP MESH AT BOT OF CONT BENT PL 3/8x5x1'-0" ' BOND BM, CONT BTWN VERT j1 BO STUD WALL 2x4 @ 24" OC W/ 1/2" PLYWD- 108'-10" FASTEN TOP PL TO BM W/ PAF @ 12" OC, STAGGER OFF SEE PLAN DEFLECTION TRACK, SEE CL 3/4" EW 8" CMU i .. 2x6 LEDGER W/ 2- 16d @ EA STUD �i PARAPET FRAMING AT SIDE GLASS 3 (RTU W SEE MECH) III X w _:......s_2 ._.:, ... (CL RTU) (CL RTU) w (CL RTU) N 1 O __.......OH .. � ..... -.,,, „ . ....... �......... ....... r e ...... .. ....... ..... .t ;. .,, ... FII (RTU 'B', SEE MECH) ' '(RTU 'C', SEE MECH .i ......... : 2 7 '= ..... 8' - 01/4" RETURN AIR END OF RTU S-2 .._... (mN 21' - 61/4" RETURN AIR END OF RTU 11 0 111 If IL 1 X 39'- 7 3/4" RETURN AI END OF RTU J co N If i U) EXTEND ADJ STL a W = ANGLES TO MEET TYP 2 AT CENTER & i _....... -\PLACES FULLY WELD i +F TOGETHER S2 IIHSS12X3X5/16 HSS 12X3X5/16 TOS 111' - 8" 111'- 5 1/2. 1 _ 111'- 5 1/2" S-2 BEVEL PERP STL VENEER BRICK 1" PROUD OF ANGLES @ MAIN PARAPET AT CORNER & FULLYi CORNERS, SEE ARCH FOR 8 ?: 8 WELD TOGETHER, DIMENSIONS AND DETAILS S-2 TYP 7/S-2 AND 8/S-2 FOR CHANGE IN BRICK SUPPORT AT THESE LOCATIONS 11/7-16 23'- 6 3/8" 10 23- 6 3/8" C B ROOF FRAMING PLAN ml (cl TYP 3/16 11/2 ALL JSTS 3/16 V 11/2 STL JSTS, SEE PLAN (2 1/2" MIN JST BRG UNO BY MFR) 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @ 6" GA @ EACH JOIST LOCATION VERT WALL REINF, SEE PLAN STL JOIST BRG AT CMU WALL SCALE: 1" = 1'-0" EW ROOFTOP EQUIPMENT LOADS FASTEN ROOF DECK - AS SPECIFIED IN DETAIL 1/S-3 GRID CONT PT DBL TOP PL, 3-12 2 1/2" MIN BEARING 5518" 3" STAGGER SPLICES 16" MIN - ELEVATION OIL TO PARAPET 1/2" SHTHG TYP 3/16 SEE ARCH THROUGHOUT, SEE GEN -- — — - INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. NOTES FOR FASTENING UNO L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE 2x4 @ 16" OC W/ 1/2" ON DETAIL CONT BOND BM W/ 2- # SHTHG AS SHOWN REINF BEAM GROUT DEPTH LESS THAN OR EQ TO 3'-0" CONT 2x8 LEDGER W/ 2- #12 x PL 1/2x6x0'-8" W/ 2- 1/2"0 V VENEER, SEE ARCH (SEE _ 4" SCREWS @ EA STUD, x6" HAS @ 4" GA @ EA GEN NOTES FOR VENEER BEVEL AS REQD JOIST LOCATION TIE SPACING, TYP) 7712x4 GROUT STOP MESH AT BOT @ @ 32" OC W/ 1/2" MAX @ EDGE OF DECK/ �' 'SIMPSON' A34 @ EA END ROOF DECK, SEE PLAN = =: VERT SUPPORTS W/ CONT #6 IN EA HSS BM, SEE PLAN PT BOT PL W/ 2 ROWS OF # TYP MTL DECK o. JB' 10 x 2" TEK SCRES @ 12' OC, STAGGER OFF CL 3/4" DIAPHRAGM lA5 \ FASTENING, SEE GEN / SEE PLAN ANGLE AS REQD TO FIT` NOTES STL JOIST BRG AT CMU WALL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" NOTE PARAPET FRAMING NOT B SHOWN FOR CLARITY 1/2" CAP PL PL 1/4x2x0'-4" TAB FLUSH TO INTERIOR SIDE OF HSS BM, SEE ^' ^"' HSS BM, SEE PLAN BM, BEVEL EDGE ON COL 1/2" GAP AS REQD TO FIT OL TOS TOS SEE PLAN SEE PLAN i TYP 1 -SIDE 3/16 ONLY 3/16 TYP HSS COL W/ L4x4x3/8x0'-3" @ CL 3/16 OF BM & COL ON CAP PL SEE' EA SIDE OF COL 1/4 TMP FOR ADDL IN HSS COL, SEE PLAN -. ,,� 1/4 ,� STL BEAM TO Cbl CONN PERP BM Q SCALE: 1" = 1'-0" ROOF DECK, SEE PLAN DECK BRG ANGLE SEE 4/S-2 TOCOL CONN SCALE: 1" = l'-0" MIN 1/4 1/4 TOS Ah PLAN HSS BM, SEE PLAN TYP SEATED BM CONN W/ UPPER TAB, SEE 1/S-2 HSS BM, SEE PLAN 8" 8" 9' EMBED PL1/2"x6"x REQD W/ 2- 3" -3 .................... ROWS OF 3- 5/8"0 x5" HAS @ 3" GA (SPA AS SHOWN) #4 VERT & GROUT SOLID ALL CELLS UNDER C? _ _..___ .. __ ..... lin _............ :... Nr,,—N�_BM BRG PARALLEL TO CMU WALL EMBED PL v % SCALE: 3/4" = 1'4" \\ �� S 1. -2 PT 2x NAILER W/ �� OW/PARAPET HILTI PAF @ 24" OC SEE ARCH CONT BOND BM W/ 2- #4 @ TOP OF WALL, TYP TOS 111' - 8- 11/2" "11/2" A EW ROOFTOP EQUIPMENT LOADS FASTEN ROOF DECK - AS SPECIFIED IN DETAIL 1/S-3 f 3-12 2 1/2" MIN BEARING STOW/ TO PARAPET INDICATES TOP OF WALL/ PARAPET - ELEVATION SBM BRG INDICATES BEAM BEARING ELEVATION 3-12 3/16 INDICATES ROOFTOP EQUIPMENT LOCATION, SEE PLAN -- — — - INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. WHERE REQD, HORIZ BRIDGING SHALL BE L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE L2x2x3/16 SCHEDULES & LEGENDS: CONT BOND BM W/ 2- # OPENING WIDTH REINF BEAM GROUT DEPTH LESS THAN OR EQ TO 3'-0" 4 @ TOP OF WALL, TYP 8" MIN S-0" TO 6-0" 245 / ADDITIONAL REMARKS: USE PAF FOR VENEER TIES STL BM AS READ OIL BRG ELEV SET IS ACHIEVED CONT L2x2x3/16" l GROUT STOP MESH AT BOT @ fes. /f 3/16 2-12 ROOF JOISTS, 8" CMU @ EDGE OF DECK/ �' OF BOND BM, CONT BTWN NOTCH WD PLATES & = =: VERT SUPPORTS W/ CONT #6 IN EA HSS BM, SEE PLAN VERT GROUTED CELLS STUDS AROUND STL CELL @ APPROX THIRD PTS OF NOTE: WHERE VENEER t VERT WALL REINF, ANGLE AS REQD TO FIT` BUMPS OUT 1", PROVIDE f IJ BRG LOCATIONS) CONT BENT PL 3/8x6xl'-0" J (4S.�, CMU WALL, SEE PLANBRG AL ELEV AL BO STUD WALL DEFLECTION TRACK, 110'-0" ROOF BAR JST, SEE ARCH CONT BOND BM W/ 2- #4 @ TOP SEE PLAN CONT BENT PL 3/8x4x1'-0" / OF WALL, TYP NOTE: WHERE VENEER ARCH BUMPS OUT 1", PROVIDE GROUT STOP MESH AT BOT OF CONT BENT PL 3/8x5x1'-0" ' BOND BM, CONT BTWN VERT j1 BO STUD WALL 2x4 @ 24" OC W/ 1/2" PLYWD- 108'-10" FASTEN TOP PL TO BM W/ PAF @ 12" OC, STAGGER OFF SEE PLAN DEFLECTION TRACK, SEE CL 3/4" EW 8" CMU ARCH 2x6 LEDGER W/ 2- 16d @ EA STUD STOREFRONT, SEE ARCH PARAPET FRAMING AT SIDE GLASS SCALE: 1" = 1'-0" NOTE PARAPET FRAMING NOT B SHOWN FOR CLARITY 1/2" CAP PL PL 1/4x2x0'-4" TAB FLUSH TO INTERIOR SIDE OF HSS BM, SEE ^' ^"' HSS BM, SEE PLAN BM, BEVEL EDGE ON COL 1/2" GAP AS REQD TO FIT OL TOS TOS SEE PLAN SEE PLAN i TYP 1 -SIDE 3/16 ONLY 3/16 TYP HSS COL W/ L4x4x3/8x0'-3" @ CL 3/16 OF BM & COL ON CAP PL SEE' EA SIDE OF COL 1/4 TMP FOR ADDL IN HSS COL, SEE PLAN -. ,,� 1/4 ,� STL BEAM TO Cbl CONN PERP BM Q SCALE: 1" = 1'-0" ROOF DECK, SEE PLAN DECK BRG ANGLE SEE 4/S-2 TOCOL CONN SCALE: 1" = l'-0" MIN 1/4 1/4 TOS Ah PLAN HSS BM, SEE PLAN TYP SEATED BM CONN W/ UPPER TAB, SEE 1/S-2 HSS BM, SEE PLAN 8" 8" 9' EMBED PL1/2"x6"x REQD W/ 2- 3" -3 .................... ROWS OF 3- 5/8"0 x5" HAS @ 3" GA (SPA AS SHOWN) #4 VERT & GROUT SOLID ALL CELLS UNDER C? _ _..___ .. __ ..... lin _............ :... Nr,,—N�_BM BRG PARALLEL TO CMU WALL EMBED PL v % SCALE: 3/4" = 1'4" \\ �� S 1. -2 PT 2x NAILER W/ �� OW/PARAPET HILTI PAF @ 24" OC SEE ARCH CONT BOND BM W/ 2- #4 @ TOP OF WALL, TYP TOS 111' - 8- 11/2" "11/2" A CONT L3 1/2x3 1/2x1/4 W/ i 1/2"0 EPDXY ANCHORS (4 1/2" MIN EMBED) @ 48" OC MAX (MIN 3 BOLTS PER LENGTH OF ANGLE) SEE 3/S-3 FOR ANGLE SPLICE DETAIL VERT WALL REINF, SEE PLAN & SCHED ROOF DECK BRG ANGLE 8"CMU CONT BOND BM W/ 2- #4 @ PERIMETER OF ROOF DECK. ENSURE REINF DOES NOT CONFLICT W/ EPDXY BOLTS & 4" MIN OF SOLID GROUT ABV & BLW EPDXY BOLTS (3 COURSES MIN, STEP AS REQD) GROUT STOP MESH AT BOT OF BOND BMS ONLY, CONT BTWN VERT GROUTED CELLS, TYP TO CMU WALL SCALE: 1" = 1'-0" GRID OL TO PARAPET* SEE ARCH 44 VENEER, SEE ARCH - (SEE GEN NOTES NOTE: FOR VENEER TIE SEE 7/S-2 FOR MORE SPACING, TYP) INFORMATION CONT BEVELED 2x8 TYP MTL DECK LEDGER W/ #10 x2" TEKPT BOT PL W/ 2 DIAPHRAGM SCREWS @ 12" OC, %'r FASTENING, SEE ROWS OF #10 x 2" STAGGER OFF CL 2" EW TEK SCRES @ 12" OC �GEN NOTES 10d x 1 1/2" 'TEKO' NAILS @ 6" OC HSS 2 1/2x2 1/2x3/16 ROOF DECK, BLOCKING BTW ALL A_ JOISTS W/ L2x2x3/16 CONT 2x8 LEDGER, ALIGN OVER TWO DECK RIBS AS SHOWN- SEE 7/S-2 FOR FASTENING ROOF DECK, SEE PLAN SHEET NOTES: ROOF DECK, SEE PLAN ROOFTOP EQUIPMENT LOADS FASTEN ROOF DECK - AS SPECIFIED IN DETAIL 1/S-3 PER GENERAL NOTES. 1 ) 2 1/2" MIN BEARING CONT L3 1/2x3 1/2x1/4 W/ i 1/2"0 EPDXY ANCHORS (4 1/2" MIN EMBED) @ 48" OC MAX (MIN 3 BOLTS PER LENGTH OF ANGLE) SEE 3/S-3 FOR ANGLE SPLICE DETAIL VERT WALL REINF, SEE PLAN & SCHED ROOF DECK BRG ANGLE 8"CMU CONT BOND BM W/ 2- #4 @ PERIMETER OF ROOF DECK. ENSURE REINF DOES NOT CONFLICT W/ EPDXY BOLTS & 4" MIN OF SOLID GROUT ABV & BLW EPDXY BOLTS (3 COURSES MIN, STEP AS REQD) GROUT STOP MESH AT BOT OF BOND BMS ONLY, CONT BTWN VERT GROUTED CELLS, TYP TO CMU WALL SCALE: 1" = 1'-0" GRID OL TO PARAPET* SEE ARCH 44 VENEER, SEE ARCH - (SEE GEN NOTES NOTE: FOR VENEER TIE SEE 7/S-2 FOR MORE SPACING, TYP) INFORMATION CONT BEVELED 2x8 TYP MTL DECK LEDGER W/ #10 x2" TEKPT BOT PL W/ 2 DIAPHRAGM SCREWS @ 12" OC, %'r FASTENING, SEE ROWS OF #10 x 2" STAGGER OFF CL 2" EW TEK SCRES @ 12" OC �GEN NOTES 10d x 1 1/2" 'TEKO' NAILS @ 6" OC HSS 2 1/2x2 1/2x3/16 ROOF DECK, BLOCKING BTW ALL A_ JOISTS W/ L2x2x3/16 CONT 2x8 LEDGER, ALIGN OVER TWO DECK RIBS AS SHOWN- SEE 7/S-2 FOR FASTENING ROOF DECK, SEE PLAN SHEET NOTES: 1. THE ROOF STRUCTURE IS NOT DESIGNED TO CARRY FUTURE ROOFTOP EQUIPMENT LOADS 2. JOISTS SUPPORTING ROOFTOP UNITS SHALL BE REINFORCED AS SPECIFIED IN DETAIL 1/S-3 3. SUPPORT ALL ROOF DECK OPENINGS PER 5/S-3 �.. -•_ _ FRAMING LEGEND: STOW/ TO PARAPET INDICATES TOP OF WALL/ PARAPET - ELEVATION SBM BRG INDICATES BEAM BEARING ELEVATION XXX' -XX" W12x14 INDICATES TOP OF STEEL (TOS) ELEVATION XXX' -XX" INDICATES ROOFTOP EQUIPMENT LOCATION, SEE PLAN -- — — - INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. WHERE REQD, HORIZ BRIDGING SHALL BE L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE L2x2x3/16 SCHEDULES & LEGENDS: MASONRY LINTEL SCHEDULE OPENING WIDTH REINF BEAM GROUT DEPTH LESS THAN OR EQ TO 3'-0" 244 8" MIN S-0" TO 6-0" 245 16" MIN ADDITIONAL REMARKS: 1. SEE 4/S-3 FOR ADDITIONAL INFORMATION STL JOIST BRG ON CMU WALL SCALE: 1" = 1'-0" SEE PLAN DECK ANGLE SLOPED TOW/PARAPET ri FILL �.. -•_ _ Z � L N N SEE ARCH PT NAILER, SEE 4/S-2 WLU Lo 0 mx Z FLUSH � � 2x8 BLKG BTWN EA 2x8 LEDGER W/ #10 x2" Q M O U) 0 CONT LINTEL OVER OPNG REINFW/ CONT L2x2x3/16 ANGLE, BREAK 2- #6 x CONT @ EVERY OTHER ANGLE & NOTCH ROOF DECK / ,' HALF HT BLOCK COURSE, TYP @ AROUND EA VERT SUPPORT 3/16 3-12 REAR PARAPET 3/16 Z O J Q PROVIDE SHORING UNTIL FULL 3/16 Qa OIL BRG ELEV SET IS ACHIEVED ROOF DECK, SEE PLAN =� OPNG FOR ROOF DRAIN- PROVIDE fes. /f 3/16 2-12 ROOF JOISTS, 8" CMU 2- 16" WIDE, FULLY GROUTED CMU pYp �f = =: VERT SUPPORTS W/ CONT #6 IN EA CONT BENT PL 3/8x5x1'-0" / UWZ CELL @ APPROX THIRD PTS OF NOTE: WHERE VENEER 2X4 FRAMING, SEE 7/S-2. VERT WALL REINF, WALL LENGTH (AVOID ROOF JST BUMPS OUT 1", PROVIDE PROVIDE ADD'L 2x BLKG AT ;/ IJ BRG LOCATIONS) CONT BENT PL 3/8x6xl'-0" SHTHG EDGE AL BO STUD WALL DEFLECTION TRACK, PT NAILER W/ PAF @ 12" OC ROOF BAR JST, SEE ARCH CONT BOND BM W/ 2- #4 @ TOP SEE PLAN STOREFRONT, SEE OF WALL, TYP 1/2"x6"x0'-8" BRG PL ARCH W/ 2- 5/8"0 x4" HAS @ GROUT STOP MESH AT BOT OF CL OF PL (6" OC) BOND BM, CONT BTWN VERT GROUTED CELLS VERT WALL REINF, SEE PLAN 8" CMU STL JOIST BRG ON CMU WALL SCALE: 1" = 1'-0" SEE PLAN DECK ANGLE SLOPED o ch "' ri FILL �.. -•_ _ Z � L N N TO 2-12 WLU Lo 0 mx Z FLUSH � � 2x8 BLKG BTWN EA 2x8 LEDGER W/ #10 x2" Q M O U) 0 .�' � ' '� �., JST, ALIGN UNDER TEK SCREWS @ 12" OC, 2 co / ,' TWO DECK FLUTES STAGGER OFF CL 2" EW 3/16 3-12 ' r AS SHOWN- SEE 7/S-2 FOR FASTENING Z O J Q 0 �a Qa OIL BRG ELEV U) O 2x4 KICKER @ 24" OC W/ 'SIMPSON' 110'-0" ' fes. /f 3/16 2-12 ROOF JOISTS, 8" CMU A34 @ EA END pYp �f SEE PLAN �g� O CONT BENT PL 3/8x5x1'-0" �W UWZ OW NOTE: WHERE VENEER 2X4 FRAMING, SEE 7/S-2. VERT WALL REINF, 2x BLKG @ PLYWD BUMPS OUT 1", PROVIDE PROVIDE ADD'L 2x BLKG AT ;/ SEE PLAN PANEL EDGE, TYP CONT BENT PL 3/8x6xl'-0" SHTHG EDGE AL BO STUD WALL DEFLECTION TRACK, 108'-10" SEE ARCH STOREFRONT, SEE ARCH ROOF DECK & BRG ANGLE, SEE 4/S-2 3/16 3/16 L3x3x3/16x0'-3" W/ 5/8"0 EPDXY ANCHOR (4 1/2" MIN EMBED) SEE GENERAL NOTES FOR EPDXY INTO HOLLOW CELL PARAPET FRAMING AT FRONT GLASS BRIDGING TO CMU WALL CONNECTION PERMIT SCALE: 1" = l'-0" v % SCALE: 3/4" = 1'-0" M L• BRIDGING PER JOIST MFR ROOF JST, SEE PLAN 3 7 .Z rr m rr Q 12/05/2017 A ,r° CES � No, 82621 ' STATE OF Y O Z i ® O i O w U o Z :!5oo M � ui co 000 d W L L9Z ❑< z� U Lu i` Q p` ti — Lu r� O Q 0 Lu �© w cu ZQ a co Fx1 Q NLo U Lu Q W Z o ch "' ri � CR f� /w r/ Z � L N N rn°O ~ wcm WLU Lo 0 mx Z 0 Z U- =) Q g Lo =) m Q M O U) 0 CL — ti Z 2 co W v � LL ; � 2 Q w U Y O Z i ® O i O w U o Z :!5oo M � ui co 000 d W L L9Z ❑< z� U Lu i` Q p` ti — Lu r� O Q 0 Lu �© w cu ZQ a co Fx1 Q NLo U Lu Q STRUCTURAL rn 0 z aW En wo:j� = W LL O � W W w Y � Q� o z Z=:)O >- Fz a ow ofm �_ W O U a W U o uj x rn W OJ LL = LL Q W LL LL LL o� w o W � a� oz � W E1 z z Luo N MW U w� W I_U) W W ww Q� z w LuWI- uio Lu U� W W W ao Wz z ECc W - Oz W ujj � W W ( Z Qac 2 W U ai ~ Zow �Qo 0 � ~ UJcn LuU Lu Hor=n JOB NO: SHEET U 17151-0389 S-2 DATE: U) OF 27 J 11/28/2017 SHEETS m W Q cy C9 � Z Y O m CL Y cy 3 pp Z Z O J Q 0 �a Qa Z U) O co Q Z w LL �a �Z pYp �� LL �g� O �W UWZ OW pJ CHECKED BY: MMH DRAWN BY: JDC STRUCTURAL rn 0 z aW En wo:j� = W LL O � W W w Y � Q� o z Z=:)O >- Fz a ow ofm �_ W O U a W U o uj x rn W OJ LL = LL Q W LL LL LL o� w o W � a� oz � W E1 z z Luo N MW U w� W I_U) W W ww Q� z w LuWI- uio Lu U� W W W ao Wz z ECc W - Oz W ujj � W W ( Z Qac 2 W U ai ~ Zow �Qo 0 � ~ UJcn LuU Lu Hor=n JOB NO: SHEET U 17151-0389 S-2 DATE: U) OF 27 J 11/28/2017 SHEETS m POINT LOAD TYPICAL BAR JOIST POINT LOADS SCALE: 1" = 1'-0" CONT BOND BM, SEE 10/S-3 CONT ROOF ANGLE, SEE 10/S-3 PL 1/2x4x1'-1", CENTERED ON SPLICE 1/2"0 EPDXY ANCHOR @ EA END 1" OF ANGLE, SEE 10/S-3 TYPICAL ANGLE SPLICE SCALE: 3/4" = 1'-0" 3/16 3/16 TYP 3! 16 DECK SPAN DIRECTION ROOF JOIST, SEE PLAN L5x3x1/4 ON BOTH SIDES OPENING SPANNING BT1 JOISTS TYP 1/4 SECTION A -A BENEATH OUTSTANDING LEG OF BAR JOIST L1 1/2x1 1/2x3/16, TYP I Inln NOTE:CONTRACTOR COORDINATE CONDITIONS W/ MECHNICAL EQUIPMENT LOCATIONS PROVIDE 180° HOOK AT - DISCONTIN000S/ CORNER WALL LOCATIONS LINTEL BLOCK TO BE REINF PER LINTEL SCHEDULE ON S-2 TYP VERT WALL REINF, SEE SPECIFIC WALL SECTION FOR SIZE & SPACING SEE SCHEDULE FOR VERT WALL REINF SIZE & SPACING VERT WALL REINF TO BE SUPPORTED AT 192 VERT BAR DIA, NOT TO EXCEED 10'-0" OC BY 1- #9 GA TIE W/ 2" HOOKS INTO MORTAR JTS Z WW Q J GROUT ALL REINF CELLS SOLID NOTE: 1. WEBS AROUND CELLS CONTAINING GROUT ARE BEDDED UNLESS THE ENTIRE WALL IS GROUTED 2. VERTICAL REINF TO BE CENTERED IN WALL UNO 3. VERTICAL REINF TO BE PLACED AT EACH CORNER & ON EA SIDE OF ALL CONTROL JOINTS � TYPICAL VERT WALL REINF INCMU SCALE: 3/4" = 1'-0" TYPICAL OPENING THRU CMU WALL SCALE: 1/2" = 1'-0" FASTEN DECK W/ 5/8"0 PUDDLE WELDS @ 6" OC ALL AROUND OPENING COPE ANGLE AS REQD AT JOIST PLAN REINF ATDECK OPENINGS SCALE: 1/2" = 1'-0" i1 NOTE: COORD W/ ARCH & ENGINEER FOR OPENINGS LARGER THAN 36", NO REINF REQD FOR DPENINGS 4" SQ OR LESS ROOF JOIST, SEE PLAN L3x3x1/4 DECK OPENING, 36"x36" IMAX GENERAL STRUCTURAL NOTES: AVON, IN 1. Contractor shall verify all dimensions and job site conditions before commencing work and shall report any discrepancies to the engineer. 2. Contractor shall review and verify all dimensions shown on structural drawings with those shown on architectural drawings. Contractor shall notify the Architect of any discrepancies between the architectural and structural drawings and receive written clarifications of discrepancies before proceeding with construction. 3. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the engineer for clarification before proceeding with the work. 4. The design, adequacy and safety of erection bracing, shoring, temporary supports, etcetera is the sole responsibility of the contractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completion of all gravity and lateral framing, roof and floor diaphragms, and finish materials. 5. Shop drawings are to be checked and approved by the General Contractor prior to submitting for Architectural and Engineering review. General Contractor is responsible for verification and coordination of dimensions and details for each subcontractor. 6. General notes shall not substitute for specifications. Conflicts between the two shall be brought to the engineer's notice or the stricter criteria shall be used. 7. The General Contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. DESIGN CRITERIA 1. CODE: 2008 IN BUILDING CODE (2006 IBC W/ AMMEND) 2. DESIGN LOADS: ROOFLOADS: LIVE= 20 PSF SNOW Pf =14 PSF (Pg = 20 PSF) Ce = 1.0, Ct = 1.0, 1 = 1.0 LATERAL LOADS: WIND - 90MPH (3 Second Gust), Exposure C I =1.0, Occupancy Category II, GCpi = +/- 0.18 Exterior Components and Cladding Wind Pressures - Effective Wind Area = 20 SF Max Wall Pressures = +19.1/-24.9 SEISMIC - Intermediate Reinf. Masonry Shearwalls (R=3.5) Equivalent Lateral Force Analysis Site Class D, Design Category B, Occupancy Category II Ss = 20.6%g, S1 = 8.7%g, Sds = 22.0%g, Sd1 =13.9%g I =1.0, Cs = 0.063, Base Shear (V) = 3.2 KIPS 3. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF (ASSUMED VALUE) FOUNDATION 1. The building is supported on continuous spread footings and isolated thickened footings bearing on competent subgrade. 2. The bottom of all footings and slabs to bear on solid native, inorganic, undisturbed soil or approved compacted fill. Bottom of all exterior footings to bear 36" min. below finished grade, deeper if required by site grading or local building codes. 3. There shall be a minimum compaction to 95% of the maximum dry density (ASTM D698 Standard Proctor) of all backfill of soils under slabs on grade. 4. No concrete shall be placed in excavation containing water or on frozen soil. 5. Foundation design based on Assumed Values. It is the responsibility of the Owner to verify soil bearing capacity with a licensed, professional Geotechnical Engineer. 6. Backfill shall be placed against both sides of walls simultaneously. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before the floor system is in place. CAST -IN-PLACE CONCRETE 1. Minimum Compressive Strength: fc = 3000 psi at 28 days, normal weight. 2. Maximum Slump: 3" for slabs and footings, 4" for walls, columns and beams. 3. Concrete shall be ready mixed in accordance with ASTM C94. Cement shall conform to ASTM C150, Type I or II. Aggregate shall conform to ASTM C33. 4. Curing compound shall conform to ASTM C309, Type 2, Class B. 5. Concrete shall be air -entrained, unless noted otherwise. Interior concrete floor slabs to receive a hard -troweled finish shall not utilize an air -entraining agent nor shall the air content exceed 3%. Concrete shall conform to section 4.2.2.4 of ACI 301, latest edition, for durability. 6. Calcium Chloride shall not be added to concrete. 7. Material and workmanship shall be in accordance with the requirements of the latest edition of the "Building Code Requirements for Reinforced Concrete" (ACI 318). 8. All Detailing, Fabrication, and Erection of reinforcing shall conform to latest edition of ACI "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) and the current "Building Code Requirements for Reinforced Concrete" (ACI 318). 9. Reinforcing Steel: ASTM A615 - Grade 40 for #3, Grade 60 for #4 and larger. 10. The following minimum concrete cover shall be provided for reinforcement per ACI 318. Concrete cast against and permanently exposed to earth: 3" Concrete cast against forms and exposed to earth or weather #6 through #18 bars: T #5 bar and smaller: 1-112" Concrete not exposed to weather or in contract with ground Slabs, walls, joists: 3/4" Beams, columns: 1-1/2" 11. Unless noted otherwise, lap splices in concrete shall be class "B" tension lap splices (2'-0" minimum) per the latest edition of ACI 318. Stagger alternate splices a minimum of one lap length. Lap welded wire fabric so that the overlap between outermost cross wires of each sheet is not less than the cross wire spacing plus 2 inches. All splice locations are subject to approval by Engineer and shall be made only where indicated on the drawings. Extend all horizontal reinforcing continuous around corners and intersections or provide bent corner bars to match and lap with horizontal bars at corners and intersections of footings and walls. 12. Provide bar supports and spacers to support all reinforcement in proper locations and wire adequately at intersections to hold bars firmly in position while concrete is placed. Bar supports and spacers which rest on or exposed surfaces shall be hot dipped galvanized or plastic coated. 13. Vertical dowels shall be secured and supported in place prior to placing concrete. 14. All slabs on rade shall be lace over f w II rete. Cover vapor g placed e 6 base o well -compacted gravel or stone. Cover base with approved vapor barrier before placing cont p barrier with 2" of sand or pea gravel. 15. Slab on grade shall be reinforced as indicated on plans. Where fiber reinforcing is indicated, a minimum of 1.5#/yd^3, or the manufacturer's stated minimum, shall be used. 16. Location of construction or pour joints must be approved by the engineer if different from those shown on these drawings. Joints shall be placed at a maximum spacing of 15'-0" unless noted otherwise. 17. Isolation Joint Material shall be 1/2" thick full height of joint, unless noted otherwise. 18. All saw cut joints shall be sawn as soon as allowed w manufacturer II be made within 4 � a o ed by sarecommendations. After completing the finishing of the slab, joints shall hours in hot weather and within 12 hours in cold weather. 19. Concrete Placement: Cold weather is defined b ACI 306 as "The air temperature has fallen to or ise expected to fall below, 40" F". when cold weatherconditions exist, place concrete complying with ACI 306. Hot weather is defined ACI 305 as "any combination of high air temperature, low relative humidity, and wind velocity ty tending to impair the quality of fresh or hardened concrete or otherwise resulting in abnormal properties"; when hot weather conditions exist, place concrete complying with ACI 305. 20. Chamfer exposed edges of concrete beams and columns 3/4" unless noted otherwise. 21. Grout under all column base plates and beam bearing plates with non -shrink, non-metallic, 1" minimum thickness. CONCRETE MASONRY UNITS 1. Masonry work shall conform to all requirements of the latest edition of ACI 530 "Building Code Requirements for Masonry Structures". 2. Concrete masonry units shall conform to ASTM C90, Grade N, Type 1 unless noted otherwise. Compressive strength on net cross-sectional area of individual masonry units shall be 1900 psi. Net area compressive strength of masonry (fm) shall be 1500 psi. 3. Masonry shall be laid in ASTM C270 Type "S" mortar, unless noted otherwise and shall have fill mortar coverage of face shells in both horizontal and vertical joints. Minimum 28 day compressive strength shall be 1800 psi. 4. Grout for reinforced masonry shall conform to ASTM C476. Grout for reinforced masonry shall have a compressive strength of 3000 psi at 28 days and shall conform to the following: A. Grout in spaces 3"0" and greater shall have a slump of 9" to 11" with 3/8" maximum aggregate size. B. Grout in spaces 2"x4" and smaller shall have a slump of 9" and conform to ASTM C476. 5. Horizontal Joint Reinforcing shall be ladder type in CMU wall with no. 9 gauge wire at 16" o.c. maximum, conforming to ASTM A82. Provide 6" laps at all splices. 6. Cells containing reinforcement shall be solidly filled with grout at lifts not to exceed 4'-8" and the grout shall stop 1-112" below the top of course to form a key at pour joints. 7. Provide clean-out openings at the bottom of each grout lift in excess of 5 ft lifts. Openings shall be provided at each cell to be filled with grout. All debris and projecting mortar shall be removed prior to grout placement. 8. Reinforcing steel shall conform to ASTM A615, Grade 60 or ASTM A706. 9. Reinforcement shall be a minimum length of 4'-8" plus required splice. Minimum lap splice shall be 48 bar diameters and spliced bars shall be tied together. 10. Where reinforcement is not detailed, provide one #5 at all sides of and adjacent to every opening which exceeds 24" in either direction. Extend vertical reinforcement full height of wall and horizontal reinforcement 24" beyond each side of opening. 11. Continue bond beams 74" minimum around comers. Where bond beam steps, lap bond beam courses 2'-0" minimum. Continue bond beam reinforcement through mason rycontrol joints. 12. Vertical reinforcement in walls shall be supported and secured against displacement at 4 foot maximum intervals. 13. When a foundation dowel does not align with the vertical cell to be reinforced, it shall not be bent over. The cells at the dowel location shall also be grouted solid even though it is adjacent to the cell where the vertical reinforcement is located. 14. Unless noted otherwise, provide vertical masonry control joints at 30'-0" max. Coordinate location with architect. 15. Grout shall be consolidated by mechanical vibration during placing to minimize voids in the grout. 16. Mortar shall be tested for the first day's work and every 3 days thereafter, or as directed by architect. Grout shall be tested for each lift or for each 2000 square feet of wall, whichever provides the greatest amount of testing, or as directed by architect. Provide 3 samples per mortar or grout test. Test one sample at 7 days and two at 28 days. All testing shall be done by a qualified testing laboratory. 17. Erected masonry shall be fog sprayed every 8 hours for 48 hours following installation when the air temperature exceeds 100° or when the air temperature exceeds 90° and the wind velocity is greater than 8 mph during the first 48 hours after erection. 18. All concrete masonry units shall be installed using a running bond unit arrangement, unless noted otherwise. STRUCTURAL STEEL 1. Structural steel construction, fabrication, and erection shall conform with the latest AISC "Code of Standard Practice for Steel Buildings and Bridges" and applicable provisions of AWS "Structural Welding Code". 2. Steel fabricator shall participate in the AISC Quality Certification Program and is designated an AISC Certified Plant, Category STD. 3. Steel Materials shall conform to the following: A. Wide Flange Sections: ASTM A992, Fy = 50 ksi B. Plates, Bars, Angles: ASTM A36, Fy = 36 ksi C. Rectangular HSS Sections: ASTM A500, Grade B, Fy = 46 ksi D. Round HSS Sections: ASTM A500, Grade B, Fy = 42 ksi E. Steel Pipe: ASTM A53, Grade B, Fy = 35 ksi F. Anchor Rod Material: ASTM F1554 Grade 36 G. Bolts for Framed Connections: ASTM A325 -N H. Expansion anchors: Hilti "Kwik Bolt" or approved equal I. Epoxy Anchors: Installation and embedment per Manufacturer's recommendations or as noted per plans. 1. Concrete Embedment - Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 2. Grouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 3. Ungrouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 20" adhesive and screen tube or approved equal. J. Powder Actuated Fasteners Steel to Concrete: Hilti "X -DNI 47 P8" or approved equal K. Powder Actuated Fasteners Steel to Steel: Hilti "X-EDNI 16 PT or approved equal L. Shear Connector Studs: ASTM Al 08, Grade 1015, Fu = 65 ksi 4. Framed connections shall consist of snug -tightened joints with standard holes in all plies of the joint and 3/4" diameter ASTM A325 -N bolts, unless noted otherwise. 5. Welding electrodes or wires: E70XX unless noted otherwise. Welding shall conform to current AWS "Code for ARC and Gas Welding in Building Construction". All welding shall be performed by an AWS Certified Welder. 6. Minimum Fillet Weld Sizes, unless noted otherwise: Thickness of Thinner Part Joined: Min. Fillet Weld Size: 3/16" -112" 3/16" >1/2" - 3/4" 1/4" >3/4" 5/16" (verify preheat requirements) Maximum Fillet Weld Sizes, unless noted otherwise: Thickness of Material Joined: Max. Fillet Weld Size: <1/4" Thickness of material 114" and greater Thickness of material minus 1/16" When end returns are used, the length of the return shall be at least twice the nominal weld size, but shall not exceed four times the nominal weld size. 7. All copes, blocks, cut-outs, and cutting of structural members shall have all reinforced corners shaped, notch -free, to a radius of 1/2" minimum. 8. All exposed steel shall be painted unless noted otherwise. All surfaces shall be given a shop coat of approved primer to minimum dry thickness of 2 mils (0.051 mm). Touch up paint of all field welds and serious abrasions to the shop coat with paint compatible with the shop coat. Do not paint surfaces that are to be fire- proofed, embedded in concrete, welded, or in a slip -critical or fully tensioned connection. 9. For Miscellaneous Steel not shown on these drawings, see Architectural and Mechanical Drawings. Provide holes for blocking in beams, channels, and angles as shown on Architectural and other drawings. 10. Field welded stud connectors shall be welded to steel members with automatically timed stud welding equipment connected to a suitable power source. 11. All steel located at or below grade shall have asphaltic emulsion applied to protect against water and oxidation. STEEL JOISTS 1. Steel joists shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Joist Institute" and shall conform to the "Standard Specifications for Open Web Steel Joists, K -Series", latest edition. 2. Longspan steel joists shall conform to the "Standard Specifications for Longspan Steel Joists, LH -Series and Deep Longspan Steel Joists, DLH-Series" adopted by the "Steel Joist Institute", latest edition. 3. Adjust location of steel joist bridging as required to permit clearance for ducts, other mechanical apparatus, and light fixtures. 4. Align joists to a plumb position with maximum sweep not to exceed 1/8" x total length of joist divided by ten before installation of bridging. STEEL DECKING 1. Steel Decking shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Deck Institute" and shall conform to ASTM A446 Grade A or higher with a minimum strength of 33 ksi. Deck galvanizing shall be in accordance with ASTM A525 G-60. Individual sheet length shall be continuous for 2 or more spans unless noted otherwise and approved by the Engineer. Minimum sheet end and side lap length shall be per manufacturer's recommendations. 2. Metal roof deck shall be 22 gauge galvanized steel, unless noted otherwise. Deck profile shall be Type B, wide width rib, with 1-1/2" nominal corrugation depth designed in accordance with the SDI Specifications for Steel Roof Deck. Required minimum section properties: I = 0.169 in^4/ft, Sp = 0.186 in^3/ft, Sri = 0.192 in^3/ft 3. Roof deck units shall be anchored to supporting members with 5/8" diameter puddle welds or equivalent: A. 36/5 pattern (3rd, 5th and both end flutes) B. Mechanically fasten side laps of adjacent deck units between supports. Use 6 -#10 self -tapping screws per span. C. Puddle weld at 1/3 points or 20" o.c. (whichever is less) at all intermediate members. WOOD 1. Framing lumber shall comply with the latest edition of the National Design Specification (NDS) for Wood Construction. All sawn lumber shall be stamped with the grade work of a certified lumber grading agency. Moisture content shall not exceed 19%. All sawn lumber shall be Spruce -Pine -Fir, unless noted otherwise. 2. Sawn Lumber: Smaller dimension <4x nominal: no. 2 & better Smaller dimension >4x nominal: no. 1 & better 3. Glu -Lams: Continuous or cantilevered members - 24F -V8 Simple span members - 24F -V4 4. Wood Structural Panels: All panels shall bear the stamp of the APA or of an approved grading agency with span rating as called out on these drawings. Walls: 1/2" - 24/0 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Roof: 5/8" - 40/20 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Floor: 3/4" - 24 oc T&G Sturd-I-Floor or 48/24 T&G Sheathing - Glue & Nail: 10d @ 6" o.c. - edges 10d @ 10" o.c. - field Provide blocking at panel edges and as designated on these drawings. 5. Framing Anchors: "Simpson" or approved equal. Install as per manufacturers cturers recomm n dations. 6. For nailing not shown on these drawings, use IBC nailing schedule, Table 2304.9.1. 7. Structural members shall not be cut for pipes, ducts, etc., unless specifically noted, detailed or approved in writing by the engineer. 8. All exposed members or members in contact with concrete shall be preservative -treated wood stamped by an approved agency. 9. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment without ammonia shall be galvanized (G185) per ASTM A653 and ASTM Al 53 or Type 316L stainless steel. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment with ammonia shall be Type 316L stainless steel. 10. All non-bearing walls below framing shall be slip connected to allow for potential framing deflection and uplift. SPECIAL INSPECTIONS Special inspections shall be required per the latest edition of International Building Code (IBC) Sections 1704 through 1709. 1. GENERAL (Section 1704.1) - The owner shall employ one or more qualified special inspectors to provide inspections during construction on the types of work listed under Section 1704 of the IBC. Special Inspection shall be in addition to the Inspections required per Section 109 of the IBC. 2. STEEL CONSTRUCTION (Section 1704.3) - The special inspection for steel elements of buildings and structures shall be as required by Section 1704.3 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.3. Welding inspection and inspector qualification shall be in compliance with AWS D1.1. Steel supplier shall be an AISC STD certified plant. 3. CONCRETE CONSTRUCTIONi n 17 (Sect o 04.4) The special inspections and verifications for concrete construction shall be as required by Section 1704.4 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.4. Material testing will be performed under the General Contractor's supervision according to the requirements of Chapters 3 and 5 of the ACI 318. 4. MASONRY CONSTRUCTION (Section 1704.5) - Masonry construction shall be inspected and evaluated in accordance with the requirements of Sections 1704.5.1 through 1704.5.3 of the IBC. Continual and periodic special inspection requirements for Occupancy Category I, Il, or III as required per Table 1704.5.1. Continual and periodic special inspection requirements for Occupancy Category IV as required per Table 1704.5.3. 5. SOILS4.7 Section 17 ( 1704.7) Special inspections for existing site soil conditions, fill placement and load-bearing requirements shall be as required by Section 1704.7 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.7. Special inspections of soils shall be performed in conjunction with the requirements of the project geotechnical report and with the Geotechnical Engineer of Record. 6. CONTRACTOR RESPONSIBILITY (Section 1706) Each contractor responsible for the construction of the lateral system or components requiring special inspection shall submit a written statement of responsibility to the Building Official and the Owner prior to the commencement of work on the system or component per Section 1706.1 of the IBC. PERMIT ■C 1C rr in 1< 12/05/2017 \N5 \ - x No: 8264 € .� } STA4E OF ° t I fit Z EXTEND LINTEL REINF 48" C14 LO cr) rn PAST OPENING OR LAP TO BOND BM REINF Im U") wC� W �o U) W NOTE: ONE BAR SHOULD Z =)< LO BE PLACED IN EA VERT NLU ti Z CELL BESIDE OPNG, UNO W v � 1- #4, GROUT IN FIRST CELL 0 U ADJACENT TO MASONRY OPENING OR PROVIDE EQ :DZ CY NUMBER & SIZE OF BARS WALL OPENING < INTERRUPTED BY OPENING. WHICKEVER IS GREATER, pCZ W TYP ALL SIDES 40 BAR DIA OR 2'- 0" mQ W VERT BARS TO RUN CONT ~ W ar FROM TOP TO BOTTOM WHICHEVER IS GREATER, TYPI, QO 1- #4 IN GROUT FILLED BOND BEAM IN FIRST 0Q � a X/t COURSE BENEATH J~M P-:502 OPENING TYPICAL OPENING THRU CMU WALL SCALE: 1/2" = 1'-0" FASTEN DECK W/ 5/8"0 PUDDLE WELDS @ 6" OC ALL AROUND OPENING COPE ANGLE AS REQD AT JOIST PLAN REINF ATDECK OPENINGS SCALE: 1/2" = 1'-0" i1 NOTE: COORD W/ ARCH & ENGINEER FOR OPENINGS LARGER THAN 36", NO REINF REQD FOR DPENINGS 4" SQ OR LESS ROOF JOIST, SEE PLAN L3x3x1/4 DECK OPENING, 36"x36" IMAX GENERAL STRUCTURAL NOTES: AVON, IN 1. Contractor shall verify all dimensions and job site conditions before commencing work and shall report any discrepancies to the engineer. 2. Contractor shall review and verify all dimensions shown on structural drawings with those shown on architectural drawings. Contractor shall notify the Architect of any discrepancies between the architectural and structural drawings and receive written clarifications of discrepancies before proceeding with construction. 3. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the engineer for clarification before proceeding with the work. 4. The design, adequacy and safety of erection bracing, shoring, temporary supports, etcetera is the sole responsibility of the contractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completion of all gravity and lateral framing, roof and floor diaphragms, and finish materials. 5. Shop drawings are to be checked and approved by the General Contractor prior to submitting for Architectural and Engineering review. General Contractor is responsible for verification and coordination of dimensions and details for each subcontractor. 6. General notes shall not substitute for specifications. Conflicts between the two shall be brought to the engineer's notice or the stricter criteria shall be used. 7. The General Contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. DESIGN CRITERIA 1. CODE: 2008 IN BUILDING CODE (2006 IBC W/ AMMEND) 2. DESIGN LOADS: ROOFLOADS: LIVE= 20 PSF SNOW Pf =14 PSF (Pg = 20 PSF) Ce = 1.0, Ct = 1.0, 1 = 1.0 LATERAL LOADS: WIND - 90MPH (3 Second Gust), Exposure C I =1.0, Occupancy Category II, GCpi = +/- 0.18 Exterior Components and Cladding Wind Pressures - Effective Wind Area = 20 SF Max Wall Pressures = +19.1/-24.9 SEISMIC - Intermediate Reinf. Masonry Shearwalls (R=3.5) Equivalent Lateral Force Analysis Site Class D, Design Category B, Occupancy Category II Ss = 20.6%g, S1 = 8.7%g, Sds = 22.0%g, Sd1 =13.9%g I =1.0, Cs = 0.063, Base Shear (V) = 3.2 KIPS 3. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF (ASSUMED VALUE) FOUNDATION 1. The building is supported on continuous spread footings and isolated thickened footings bearing on competent subgrade. 2. The bottom of all footings and slabs to bear on solid native, inorganic, undisturbed soil or approved compacted fill. Bottom of all exterior footings to bear 36" min. below finished grade, deeper if required by site grading or local building codes. 3. There shall be a minimum compaction to 95% of the maximum dry density (ASTM D698 Standard Proctor) of all backfill of soils under slabs on grade. 4. No concrete shall be placed in excavation containing water or on frozen soil. 5. Foundation design based on Assumed Values. It is the responsibility of the Owner to verify soil bearing capacity with a licensed, professional Geotechnical Engineer. 6. Backfill shall be placed against both sides of walls simultaneously. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before the floor system is in place. CAST -IN-PLACE CONCRETE 1. Minimum Compressive Strength: fc = 3000 psi at 28 days, normal weight. 2. Maximum Slump: 3" for slabs and footings, 4" for walls, columns and beams. 3. Concrete shall be ready mixed in accordance with ASTM C94. Cement shall conform to ASTM C150, Type I or II. Aggregate shall conform to ASTM C33. 4. Curing compound shall conform to ASTM C309, Type 2, Class B. 5. Concrete shall be air -entrained, unless noted otherwise. Interior concrete floor slabs to receive a hard -troweled finish shall not utilize an air -entraining agent nor shall the air content exceed 3%. Concrete shall conform to section 4.2.2.4 of ACI 301, latest edition, for durability. 6. Calcium Chloride shall not be added to concrete. 7. Material and workmanship shall be in accordance with the requirements of the latest edition of the "Building Code Requirements for Reinforced Concrete" (ACI 318). 8. All Detailing, Fabrication, and Erection of reinforcing shall conform to latest edition of ACI "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) and the current "Building Code Requirements for Reinforced Concrete" (ACI 318). 9. Reinforcing Steel: ASTM A615 - Grade 40 for #3, Grade 60 for #4 and larger. 10. The following minimum concrete cover shall be provided for reinforcement per ACI 318. Concrete cast against and permanently exposed to earth: 3" Concrete cast against forms and exposed to earth or weather #6 through #18 bars: T #5 bar and smaller: 1-112" Concrete not exposed to weather or in contract with ground Slabs, walls, joists: 3/4" Beams, columns: 1-1/2" 11. Unless noted otherwise, lap splices in concrete shall be class "B" tension lap splices (2'-0" minimum) per the latest edition of ACI 318. Stagger alternate splices a minimum of one lap length. Lap welded wire fabric so that the overlap between outermost cross wires of each sheet is not less than the cross wire spacing plus 2 inches. All splice locations are subject to approval by Engineer and shall be made only where indicated on the drawings. Extend all horizontal reinforcing continuous around corners and intersections or provide bent corner bars to match and lap with horizontal bars at corners and intersections of footings and walls. 12. Provide bar supports and spacers to support all reinforcement in proper locations and wire adequately at intersections to hold bars firmly in position while concrete is placed. Bar supports and spacers which rest on or exposed surfaces shall be hot dipped galvanized or plastic coated. 13. Vertical dowels shall be secured and supported in place prior to placing concrete. 14. All slabs on rade shall be lace over f w II rete. Cover vapor g placed e 6 base o well -compacted gravel or stone. Cover base with approved vapor barrier before placing cont p barrier with 2" of sand or pea gravel. 15. Slab on grade shall be reinforced as indicated on plans. Where fiber reinforcing is indicated, a minimum of 1.5#/yd^3, or the manufacturer's stated minimum, shall be used. 16. Location of construction or pour joints must be approved by the engineer if different from those shown on these drawings. Joints shall be placed at a maximum spacing of 15'-0" unless noted otherwise. 17. Isolation Joint Material shall be 1/2" thick full height of joint, unless noted otherwise. 18. All saw cut joints shall be sawn as soon as allowed w manufacturer II be made within 4 � a o ed by sarecommendations. After completing the finishing of the slab, joints shall hours in hot weather and within 12 hours in cold weather. 19. Concrete Placement: Cold weather is defined b ACI 306 as "The air temperature has fallen to or ise expected to fall below, 40" F". when cold weatherconditions exist, place concrete complying with ACI 306. Hot weather is defined ACI 305 as "any combination of high air temperature, low relative humidity, and wind velocity ty tending to impair the quality of fresh or hardened concrete or otherwise resulting in abnormal properties"; when hot weather conditions exist, place concrete complying with ACI 305. 20. Chamfer exposed edges of concrete beams and columns 3/4" unless noted otherwise. 21. Grout under all column base plates and beam bearing plates with non -shrink, non-metallic, 1" minimum thickness. CONCRETE MASONRY UNITS 1. Masonry work shall conform to all requirements of the latest edition of ACI 530 "Building Code Requirements for Masonry Structures". 2. Concrete masonry units shall conform to ASTM C90, Grade N, Type 1 unless noted otherwise. Compressive strength on net cross-sectional area of individual masonry units shall be 1900 psi. Net area compressive strength of masonry (fm) shall be 1500 psi. 3. Masonry shall be laid in ASTM C270 Type "S" mortar, unless noted otherwise and shall have fill mortar coverage of face shells in both horizontal and vertical joints. Minimum 28 day compressive strength shall be 1800 psi. 4. Grout for reinforced masonry shall conform to ASTM C476. Grout for reinforced masonry shall have a compressive strength of 3000 psi at 28 days and shall conform to the following: A. Grout in spaces 3"0" and greater shall have a slump of 9" to 11" with 3/8" maximum aggregate size. B. Grout in spaces 2"x4" and smaller shall have a slump of 9" and conform to ASTM C476. 5. Horizontal Joint Reinforcing shall be ladder type in CMU wall with no. 9 gauge wire at 16" o.c. maximum, conforming to ASTM A82. Provide 6" laps at all splices. 6. Cells containing reinforcement shall be solidly filled with grout at lifts not to exceed 4'-8" and the grout shall stop 1-112" below the top of course to form a key at pour joints. 7. Provide clean-out openings at the bottom of each grout lift in excess of 5 ft lifts. Openings shall be provided at each cell to be filled with grout. All debris and projecting mortar shall be removed prior to grout placement. 8. Reinforcing steel shall conform to ASTM A615, Grade 60 or ASTM A706. 9. Reinforcement shall be a minimum length of 4'-8" plus required splice. Minimum lap splice shall be 48 bar diameters and spliced bars shall be tied together. 10. Where reinforcement is not detailed, provide one #5 at all sides of and adjacent to every opening which exceeds 24" in either direction. Extend vertical reinforcement full height of wall and horizontal reinforcement 24" beyond each side of opening. 11. Continue bond beams 74" minimum around comers. Where bond beam steps, lap bond beam courses 2'-0" minimum. Continue bond beam reinforcement through mason rycontrol joints. 12. Vertical reinforcement in walls shall be supported and secured against displacement at 4 foot maximum intervals. 13. When a foundation dowel does not align with the vertical cell to be reinforced, it shall not be bent over. The cells at the dowel location shall also be grouted solid even though it is adjacent to the cell where the vertical reinforcement is located. 14. Unless noted otherwise, provide vertical masonry control joints at 30'-0" max. Coordinate location with architect. 15. Grout shall be consolidated by mechanical vibration during placing to minimize voids in the grout. 16. Mortar shall be tested for the first day's work and every 3 days thereafter, or as directed by architect. Grout shall be tested for each lift or for each 2000 square feet of wall, whichever provides the greatest amount of testing, or as directed by architect. Provide 3 samples per mortar or grout test. Test one sample at 7 days and two at 28 days. All testing shall be done by a qualified testing laboratory. 17. Erected masonry shall be fog sprayed every 8 hours for 48 hours following installation when the air temperature exceeds 100° or when the air temperature exceeds 90° and the wind velocity is greater than 8 mph during the first 48 hours after erection. 18. All concrete masonry units shall be installed using a running bond unit arrangement, unless noted otherwise. STRUCTURAL STEEL 1. Structural steel construction, fabrication, and erection shall conform with the latest AISC "Code of Standard Practice for Steel Buildings and Bridges" and applicable provisions of AWS "Structural Welding Code". 2. Steel fabricator shall participate in the AISC Quality Certification Program and is designated an AISC Certified Plant, Category STD. 3. Steel Materials shall conform to the following: A. Wide Flange Sections: ASTM A992, Fy = 50 ksi B. Plates, Bars, Angles: ASTM A36, Fy = 36 ksi C. Rectangular HSS Sections: ASTM A500, Grade B, Fy = 46 ksi D. Round HSS Sections: ASTM A500, Grade B, Fy = 42 ksi E. Steel Pipe: ASTM A53, Grade B, Fy = 35 ksi F. Anchor Rod Material: ASTM F1554 Grade 36 G. Bolts for Framed Connections: ASTM A325 -N H. Expansion anchors: Hilti "Kwik Bolt" or approved equal I. Epoxy Anchors: Installation and embedment per Manufacturer's recommendations or as noted per plans. 1. Concrete Embedment - Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 2. Grouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 3. Ungrouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 20" adhesive and screen tube or approved equal. J. Powder Actuated Fasteners Steel to Concrete: Hilti "X -DNI 47 P8" or approved equal K. Powder Actuated Fasteners Steel to Steel: Hilti "X-EDNI 16 PT or approved equal L. Shear Connector Studs: ASTM Al 08, Grade 1015, Fu = 65 ksi 4. Framed connections shall consist of snug -tightened joints with standard holes in all plies of the joint and 3/4" diameter ASTM A325 -N bolts, unless noted otherwise. 5. Welding electrodes or wires: E70XX unless noted otherwise. Welding shall conform to current AWS "Code for ARC and Gas Welding in Building Construction". All welding shall be performed by an AWS Certified Welder. 6. Minimum Fillet Weld Sizes, unless noted otherwise: Thickness of Thinner Part Joined: Min. Fillet Weld Size: 3/16" -112" 3/16" >1/2" - 3/4" 1/4" >3/4" 5/16" (verify preheat requirements) Maximum Fillet Weld Sizes, unless noted otherwise: Thickness of Material Joined: Max. Fillet Weld Size: <1/4" Thickness of material 114" and greater Thickness of material minus 1/16" When end returns are used, the length of the return shall be at least twice the nominal weld size, but shall not exceed four times the nominal weld size. 7. All copes, blocks, cut-outs, and cutting of structural members shall have all reinforced corners shaped, notch -free, to a radius of 1/2" minimum. 8. All exposed steel shall be painted unless noted otherwise. All surfaces shall be given a shop coat of approved primer to minimum dry thickness of 2 mils (0.051 mm). Touch up paint of all field welds and serious abrasions to the shop coat with paint compatible with the shop coat. Do not paint surfaces that are to be fire- proofed, embedded in concrete, welded, or in a slip -critical or fully tensioned connection. 9. For Miscellaneous Steel not shown on these drawings, see Architectural and Mechanical Drawings. Provide holes for blocking in beams, channels, and angles as shown on Architectural and other drawings. 10. Field welded stud connectors shall be welded to steel members with automatically timed stud welding equipment connected to a suitable power source. 11. All steel located at or below grade shall have asphaltic emulsion applied to protect against water and oxidation. STEEL JOISTS 1. Steel joists shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Joist Institute" and shall conform to the "Standard Specifications for Open Web Steel Joists, K -Series", latest edition. 2. Longspan steel joists shall conform to the "Standard Specifications for Longspan Steel Joists, LH -Series and Deep Longspan Steel Joists, DLH-Series" adopted by the "Steel Joist Institute", latest edition. 3. Adjust location of steel joist bridging as required to permit clearance for ducts, other mechanical apparatus, and light fixtures. 4. Align joists to a plumb position with maximum sweep not to exceed 1/8" x total length of joist divided by ten before installation of bridging. STEEL DECKING 1. Steel Decking shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Deck Institute" and shall conform to ASTM A446 Grade A or higher with a minimum strength of 33 ksi. Deck galvanizing shall be in accordance with ASTM A525 G-60. Individual sheet length shall be continuous for 2 or more spans unless noted otherwise and approved by the Engineer. Minimum sheet end and side lap length shall be per manufacturer's recommendations. 2. Metal roof deck shall be 22 gauge galvanized steel, unless noted otherwise. Deck profile shall be Type B, wide width rib, with 1-1/2" nominal corrugation depth designed in accordance with the SDI Specifications for Steel Roof Deck. Required minimum section properties: I = 0.169 in^4/ft, Sp = 0.186 in^3/ft, Sri = 0.192 in^3/ft 3. Roof deck units shall be anchored to supporting members with 5/8" diameter puddle welds or equivalent: A. 36/5 pattern (3rd, 5th and both end flutes) B. Mechanically fasten side laps of adjacent deck units between supports. Use 6 -#10 self -tapping screws per span. C. Puddle weld at 1/3 points or 20" o.c. (whichever is less) at all intermediate members. WOOD 1. Framing lumber shall comply with the latest edition of the National Design Specification (NDS) for Wood Construction. All sawn lumber shall be stamped with the grade work of a certified lumber grading agency. Moisture content shall not exceed 19%. All sawn lumber shall be Spruce -Pine -Fir, unless noted otherwise. 2. Sawn Lumber: Smaller dimension <4x nominal: no. 2 & better Smaller dimension >4x nominal: no. 1 & better 3. Glu -Lams: Continuous or cantilevered members - 24F -V8 Simple span members - 24F -V4 4. Wood Structural Panels: All panels shall bear the stamp of the APA or of an approved grading agency with span rating as called out on these drawings. Walls: 1/2" - 24/0 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Roof: 5/8" - 40/20 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Floor: 3/4" - 24 oc T&G Sturd-I-Floor or 48/24 T&G Sheathing - Glue & Nail: 10d @ 6" o.c. - edges 10d @ 10" o.c. - field Provide blocking at panel edges and as designated on these drawings. 5. Framing Anchors: "Simpson" or approved equal. Install as per manufacturers cturers recomm n dations. 6. For nailing not shown on these drawings, use IBC nailing schedule, Table 2304.9.1. 7. Structural members shall not be cut for pipes, ducts, etc., unless specifically noted, detailed or approved in writing by the engineer. 8. All exposed members or members in contact with concrete shall be preservative -treated wood stamped by an approved agency. 9. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment without ammonia shall be galvanized (G185) per ASTM A653 and ASTM Al 53 or Type 316L stainless steel. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment with ammonia shall be Type 316L stainless steel. 10. All non-bearing walls below framing shall be slip connected to allow for potential framing deflection and uplift. SPECIAL INSPECTIONS Special inspections shall be required per the latest edition of International Building Code (IBC) Sections 1704 through 1709. 1. GENERAL (Section 1704.1) - The owner shall employ one or more qualified special inspectors to provide inspections during construction on the types of work listed under Section 1704 of the IBC. Special Inspection shall be in addition to the Inspections required per Section 109 of the IBC. 2. STEEL CONSTRUCTION (Section 1704.3) - The special inspection for steel elements of buildings and structures shall be as required by Section 1704.3 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.3. Welding inspection and inspector qualification shall be in compliance with AWS D1.1. Steel supplier shall be an AISC STD certified plant. 3. CONCRETE CONSTRUCTIONi n 17 (Sect o 04.4) The special inspections and verifications for concrete construction shall be as required by Section 1704.4 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.4. Material testing will be performed under the General Contractor's supervision according to the requirements of Chapters 3 and 5 of the ACI 318. 4. MASONRY CONSTRUCTION (Section 1704.5) - Masonry construction shall be inspected and evaluated in accordance with the requirements of Sections 1704.5.1 through 1704.5.3 of the IBC. Continual and periodic special inspection requirements for Occupancy Category I, Il, or III as required per Table 1704.5.1. Continual and periodic special inspection requirements for Occupancy Category IV as required per Table 1704.5.3. 5. SOILS4.7 Section 17 ( 1704.7) Special inspections for existing site soil conditions, fill placement and load-bearing requirements shall be as required by Section 1704.7 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.7. Special inspections of soils shall be performed in conjunction with the requirements of the project geotechnical report and with the Geotechnical Engineer of Record. 6. CONTRACTOR RESPONSIBILITY (Section 1706) Each contractor responsible for the construction of the lateral system or components requiring special inspection shall submit a written statement of responsibility to the Building Official and the Owner prior to the commencement of work on the system or component per Section 1706.1 of the IBC. PERMIT ■C 1C rr in 1< 12/05/2017 \N5 \ - x No: 8264 € .� } STA4E OF ° t I fit Y O O LU O � ~ Z o W" LU ❑ M OO Z Q vi LU U oN o aU) � LU LU L O M Z Q M _N U Q _ N ti w LAm w Q` o O�. QLU F Q Q U - Q LL- Z ❑ a- cD co cn rn U L0 LU Q Z cfl M M C14 LO cr) rn Z 00 N v NO Im U") wC� W �o U) W =ZM LL Z =)< LO Q M 0 O ti O NLU ti Z F- o W v � � 2 LU 0 U Y O O LU O � ~ Z o W" LU ❑ M OO Z Q vi LU U oN o aU) � LU LU L O M Z Q M _N U Q _ N ti w LAm w Q` o O�. QLU F Q Q U - Q LL- Z ❑ a- cD co cn rn U L0 LU Q 0 z �W M 0 J J LU co W ,,, �N LL = oLd W N M0 x a� (ifz o� zy oZ 0 �< o oF- Ofm LL= za cn W U U' Z OLU = U„ LU M J O LL LL = L4 < J LL LL Q o� LL w O LLZ oz Lu aM M �o J ILU U X � U) LLI w (XW <a - z W LL, LU _� Zo U� LLI O of LU CL wZ zF- co i ow uapz O U UJ U U Z"< < F J Zow Qo = I- ~ U LLI 2' W (n LL -� F-oU53 U Q J m 0 w Q N �C m H :DZ CY QJ � pCZ W O mQ W ~ W �a QO Q 0Q � a ZWw 0 Ye J~M P-:502 j -" a U W ca Z L o coZ O�:Itn CHECKED BY: MMH DRAWN BY: JDC STRUCTURAL JOB NO: SHEET 17151-0389 S-3 DATE: OF 27 11/2812017 SHEETS 0 z �W M 0 J J LU co W ,,, �N LL = oLd W N M0 x a� (ifz o� zy oZ 0 �< o oF- Ofm LL= za cn W U U' Z OLU = U„ LU M J O LL LL = L4 < J LL LL Q o� LL w O LLZ oz Lu aM M �o J ILU U X � U) LLI w (XW <a - z W LL, LU _� Zo U� LLI O of LU CL wZ zF- co i ow uapz O U UJ U U Z"< < F J Zow Qo = I- ~ U LLI 2' W (n LL -� F-oU53 U Q J m 0 3/4" TEMPERATURE & . 4 .� PRESSURE RELIEF VALVE FURNISHED AND INSTALLED BY PLUMBING� r4 Oa EXTEND TYPE "L» HARD CONTRACTOR .�\\\ ,�+�` ---------------------fr--rte COPPER PIPING TO DRAIN rzz�:Z. 4kDRAIN TROUGH NOTES DESIGNATED THUS APPLY TO THIS SHEET ONLY. �al+000a�► . .. 7 r 7 4"L @�HWASHER FPRE-RINSE SPRAY 11 0 3" FLOOR DRAIN (PLASTIC ODDITIES PAB-722-RS) OR APPROVED EQUAL Oa 2" VENT LINE TO RISE UP IN INNO2 3" FLOOR DRAIN WITH TRAP PRIMER (FEMALE IRON PIPE) CONNECTION (PLASTIC % WALL TO ABOVE CEILING ROUTE 2 - - 4� ABOVE CEILING TO 4'VTR NOTE: SEE SHEET P-2 FOR ITEMS PROVIDEDODDITIES PHD-822-RS) OR APPROVED EQUAL. BY OWNER AND K.E.C. �I O3 3» HUB DRAIN. r► — — — — — — - -� 15 10 — — - — 7 O4 3" WALL CLEANOUT WITH STAINLESS STEEL COVER. INSTALL 24" ABOVE FLOOR 20 (INSIDE) OR FINAL GRADE (OUTSIDE). 4'10/18 13 I USE KITCHEN EQUIPMENT DRAWINGS 8 _ _ O5 4" WALL CLEANOUT WITH STAINLESS STEEL COVER. INSTALL 24" ABOVE FLOOR or FOR ROUGH -IN LOCATIONS. 0 (INSIDE) OR FINAL GRADE (OUTSIDE). ' 4 I I 23 8 I © 4" FLOOR CLEANOUT (ZURN Z-1403, NICKEL/BRONZE) OR EQUAL � 1 0 44 9 21 O TWO-WAY (1 -PIECE) P.V.C. CLEANOUT. » MECH. c s N - U 4 — —T ® 4 JOSAM 56040, OR APPROVED EQUAL, HEAVY DUTY CLEANOUT IN PAVEMENT. , c o 22 2" » `� 2 DRAIN BOOSTER v- N a o °v+ I, I 4- ,t „ HUB DRAIN (SECURED TO EATER �g VENT THROUGH ROOF V.T.R.). FLASHING BY PLUMBING CONTRACTOR. v y rn v 3 2 1 SEE AIR GAP DISHTABLE 4, v c a� a- 5 O ( / 0 (SEE GENERAL NOTE ON SHEET P-3.) c o r O I - 1 1 ---0 12 HUB DRAIN STRUCTURE) „ .. �= o v� «' _ _ O DETAIL BELOW) 10 4 VENT BELOW GRADE (OFFSET AT 45 ANGLE ABOVE CENTER LINE OF WASTE � v „ —cw— I PIPE AS REQUIRED). � ,°1' c 1 0 a O a� w a� s — DISHWASHER DRAIN DETAIL ° 4"-4 6 I ,� � 4 11 ICE MAKER CONDENSATE DRAIN LINE TO BE ROUTED TO GREEN SPACE. � o,�,L 3 � N 4 NOT TO SCALE °° O o v z° � 12 VITRA MODEL 6522-003-0075 FLOOR MOUNTED TOILET AND SLOAN ROYAL III - YBYK I o o c - T r -- FLUSH VALVE WITH STANDOFF RING BRACE, K -4670-C WHITE PLASTIC SEAT. aoi Z N SANITARY FLOOR PLAN 5GALE : 1/4" = I' -O 2" GREASE DRAIN PIPE FROM EXHAUST FAN ON ROOF. ROUTE PIPING HORIZONTALLY ABOVE CEILING UNTIL THE PIPE CAN BE DROPPED DOWN THROUGH CEILING ALONG WALL TO HUB DRAIN. SLOPE AT 1/4" PER FOOT. r V \ E2»CD Q 4 I J�L 4» SANITARY SYSTEM RISER DIAGRAM NOT TO SCALE PLUMBING LEGEND ABBREV. DESCRIPTION SYMBOL CW COLD WATER — HW HOT WATER -- HWC HOT WATER CIRCULATING LINE ---- W WASTE V VENT w VTR VENT THRU ROOF JIL HD HUB DRAIN W/TRAP _Cp FD FLOOR DRAIN W/TRAP HB HOSE BIBB +- PRV PRESSURE REDUCING VALVE w� T&P PRESS. & TEMP. RELIEF VALVE BV BALL VALVE 11 T WC WATER CLOSET >_ LAV LAVATORY UR URINAL NOT TO SCALE U UNION�� CO CLEAN OUT (WALL) — ——� CO CLEAN OUT (FLOOR) ERMIT # I F-. 72_ CO 2 -WAY CLEANOUT 00 CV CHECK VALVE ------ 21 STRAINER STRAINER —1-� INSTALL VALVE HANDLE ON "DOOR" (OPEN) SIDE OF FLUSH VALVE OR EQUAL c co 0 s a °co KIT. EQUIP, FURNISHED BY K,E,C, (COORDINATE FLUSH VALVE HEIGHT WITH ACCESSIBILITY REQUIREMENTS AND TOILET C 0 a a 3 (THAT HAS PLUMBING CONNECTIONS) ELEVATION DETAILS ON ARCHITECTURAL SHEETS). MOUNT STANDOFF RING BRACE O JUST BELOW FLUSH VALVE. SEAT SHALL BE 17"-19 ABOVE FINISHED FLOOR -+-� C mom g N> v` a_, N O2 COFFEE MACHINE (FURNISHED BY OWNER). APPROVED EQUAL PRODUCTS ARE ACCEPTABLE. } c M 2 U O : 13 VITRA MODEL 6281-003-0030 HANDICAP LAVATORY (20" X 17") Q @ N 3 x o 2 c 5 COKE MACHINE o o °° c`i 0. ° O WITH SYMMONS S -250 -2 -FR -G (0.5 G.P.M./WRIST BLADE �- U °'°C " �° rte.° c 121 6 ICE BIN HANDLE) FAUCET, ANGLE SUPPLIES AND P -TRAP (OR EQUAL). 04-1 SECURE TO 2" X 8" TREATED WOOD (INSTALLED BETWEEN STUDS) 11 HAND SINK (AT DISHTABLE) CONCEALED IN WALL (FURNISHED BY OWNER). APPROVED EQUAL ~ °0: 3Q 18 DISH TABLE PRODUCTS ARE ACCEPTABLE. Cl 721 6 14 VITRA MODEL 6281-003-0030 HANDICAP LAVATORY (20 X 17") SAMPLING BOX DETAIL N T TD SCAL a'. 19 DISHWASHER Pretreatment Section WITH SYMMONS S -250 -2 -FR -G (0.5 G.P.M./WRIST BLADE 20 BOOSTER HEATER INTF.RCEFrORDESIGN HANDLE) FAUCET, ANGLE SUPPLIES AND OFFSET P -TRAP (OR EQUAL). HANDICAP REQUIREMENTS TO BE MET WITH Z Q 34 GLASS FILLER PLAN VIEW NOTES "HANDI-GUARD" INSULATION GLOVES. SECURE TO 2" X 8" w 65 ICE MACHINE TREATED WOOD (INSTALLED BETWEEN STUDS) CONCEALED IN WALL (F NIS D Y 0 ER AP OV E AL RO CT R 69 3 COMPARTMENT SINK 15 CC ABL 4 1,250 GALLON PRECAST TRAFFIC BEARING GREASE TRAP. ww 71 HAND SINK (REAR SUPPORT AREA) 16 750 GALLON PRECAST TRAFFIC BEARING GREASE TRAP. 29 PRE -RINSE SPRAY ASSEMBLY >_ 135 VEGETABLE PREP SINK 18 TRAFFIC MANHOLE RING WITH COVER TO FINISHED PAVING. NOT TO SCALE 136 MOP SINK BASIN 19 COPPER CONDENSATE LINE PROVIDED WITH COOLER AND INSTALLED BY K.E.C.. HEAT TRACED AND INSULATED (IN FREEZER) BY K.E.C.. , 15 FLOOR SINK ERMIT # I F-. 72_ 20 FOR CONTINUATION, SEE SITE PLAN. Q w O w Q 21 EXTEND COPPER PIPING FROM BOOSTER HEATER T & P VALVE TO HUB DRAIN I_- wIlfF— (SECURE TO DISHTABLE STRUCTURE). V3 L• 22 PIPING FROM ICE MAKER TO HUB DRAIN. Z Q 23 PLUMBING CONTRACTOR SHALL INSTALL TURNDOWN ELBOW JUST OUTSIDE OF m COOLER WALL, TO GREEN SPACE. (n SAMPLING BOX DETAIL N T TD SCAL a'. Clty Of Sanford utility Department Pretreatment Section INDIRECT WASTE. SECURE PIPING AS REQUIRED OVER DRAIN TO MAINTAIN INTF.RCEFrORDESIGN INDIRECT PLASTIC WASTE TUBING GAP AND SPILLAGE.. Z Q OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) (STRAPPED TO RIGID PIPING) ------__AIR. CUT PIPES PLAN VIEW NOTES AT 45' ANGLE T SAMPLING BOX DETAIL N T TD SCAL a'. o ' e Z Q Q fi 111- ' 'i I w ill ww FLOOR DRAIN DETAIL g a >_ 00 F NOT TO SCALE :, • , ERMIT # I F-. 72_ Q Q w O w Q LAVATORY I_- wIlfF— V3 L• Z Q N co C1 Q U m JOSAM�88250, (n po N _j d, J.R.SMITH #2699A _ .. ° : Y CHECKED BY: GREASE INTERCEPTOR DETAIL ' PRIMER VALVE KKH W NOT T6 SCALE :a n o a e ° e o: WATER SERVICE LINE J CY U 4 MRL FLOOR DRAIN Q a "K" , -SOFT TYPE COPPER PLUMBING W m WITH NO JOINTS BELOW FLOOR EXCEPT ® DRAIN SAMPLING BOX DETAIL N T TD SCAL a'. o ' e Z Q Q fi 111- ' 'i I w ill ww FLOOR DRAIN DETAIL g a >_ 00 F NOT TO SCALE 0 ERMIT # I F-. 72_ Q Q w O w Q LAVATORY I_- wIlfF— �(A Z Q N co C1 Q U JOSAM�88250, (n po N _j J.R.SMITH #2699A • OR APPROVED EQUAL, AUTOMATIC TRAP CHECKED BY: ' PRIMER VALVE KKH WITH CHROME FINISH ' ' WATER SERVICE LINE DRAWN BY: U MRL FLOOR DRAIN Q "K" , -SOFT TYPE COPPER PLUMBING v WITH NO JOINTS BELOW FLOOR EXCEPT ® DRAIN FEMALE IRON PIPE ,JOB NO: SHEET MM ADAPTER W TRAP PRIMER VALVE DETAIL 30233 P —1 NnT Tr) Qr'AI F um E_: OF 27 11/30/17 SHEETS WITH INTEGRAL VACUUM BREAKER 1/2" 16 _ 10 " 3/4�L 1 /2.. HEAT TRAP 11 416.5 TEMPERED WATER FOR PUBLIC HAND -WASHING FACILITIES TEMPERED WATER SHALL BE DELIVERED FROM PUBLIC HAND-ASHING FACILITIES THROUGH AN APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070. 27 NOTE: 41 PROVIDE BRASS -CRAFT OR EQUAL CHROME PLATED ANGLE STOPS IN E H. W MEN n n WATER CONNECTIONS TO SINKS AND 26 rLAVATORIES 3218 17 NOTE: COORDINATE LOCATION OF 2g I ALL PIPING WITH OTHER -/ C.I TRADES TO AVOID CONFLICTS. C. a 3/4" 5 C. I, , e I 5 18 26 /4n 15 I I5 _ I AlTOIL FT tv�EN! ( VESTIBULE 3/4" 3 I �\ I 19 I I / 3/4" �3/4n 3 I e I I PRESS. REDUCING VALVE I W/ PRESS SET AT BACKFLOW PREVENTOR SCHEDULE THE OWNER WILL PROVIDE THE FOLLOWING ITEMS THE KEC (LES) WILL PROVIDE THE FOLLOWING ITEMS 0 (1) HOT WATER HEATER W/RELIEF VALVE 0 ALL STAINLESS STEEL SINKS W/FAUCETS © (2) HANDICAP FAUCETS AND TRIM FOR RESTROOM © ALL KITCHEN EQUIPMENT © OD OE 0 © LAVATORIES (1) WOODFORD NONFREEZE WALL HYDRANT (2) LAVATORIES FOR RESTROOMS. (2) TRAP COVER INSULATION GLOVES (2) SUPPLY COVER INSULATION GLOVES (9) 3" FLOOR DRAINS © WATER DISPENSER Q SPRAY HOSE AND FAUCET: ASSEMBLY QE GAS PIPING MANIFOLD, AS NOTED IN GAS PIPING ISOMETRIC O AUTOMATIC GAS SHUT-OFF VALVE © BOOSTER HEATER W/RELIEF VALVE QH OI QJ (2) 3" FLOOR DRAINS W/TRAP PRIMER CONNECTIONS (1) HAND SINK FOR CORRIDOR WITH FAUCET AND TRIM (2) WATER CLOSETS, WITH FLUSH VALVES & TRIM QH BOOSTER HEATER PRESSURE REDUCING VALVE AND STRAINER. OI (3) COMBINATION PRESSURE/TEMPERATURE GAUGES OJ NOT USED QK (4) ROOFTOP HVAC UNITS THE PLUMBING CONTRACTOR IS TO PROVIDE ALL PIPING, VALVES, FITTINGS, CLEANOUTS, INCIDENTAL MATERIALS, PERMITS AND ITEMS NOT LISTED ABOVE TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM INCLUDING GAS PIPING. THE PLUMBING CONTRACTOR IN ADDITION TO PROVIDING LABOR TO INSTALL ITEMS FURNISHED BY HIM WILL PROVIDE LABOR TO INSTALL AND MAKE CONNECTIONS TO OWNER FURNISHED ITEMS (NOTE: MAKE GAS CONNECTIONS TO ROOFTOP HVAC UNITS ONLY. INSTALLATION OF RTU'S IS BY HVAC CONTRACTOR). THE PLUMBING CONTRACTOR WILL ASSIST IN THE INSTALLATION OF ITEMS FURNISHED BY THE KEC INCLUDING ALL PLUMBING CONNECTIONS TO SAME. BACKFLOW PREVENTOR SCHEDULE EQUIPMENT TYPE COKE MACHINE WATTS 1022: ASSME 1022 COMPLIANT COFFEE MACHINES WATTS 1022: ASSME 1022 COMPLIANT WATER DISPENSER AIR GAP (INHERENT) ICE MACHINE INTERNAL AIR GAP (FACTORY INSTALLED) SPRAY HOSE CONTINUOUS PRESSURE VACUUM BREAKER Ld (FACTORY INSTALLED) DISHWASHER VACUUM BREAKER (FACTORY INSTALLED) KEY NOTES (APPLY TO THIS DRAWING ONLY) O1 1/2" BALL VALVE. O2 1/2" BRONZE SWING CHECK VALVE. 0 3/4" WATTS U.5B PRESSURE REDUCING VALVE. SET AT 20 P.S.I. (FURNISHED BY K.E.C.). 0 3/4" TEMPERED WATER BELOW SLAB TO WALL HYDRANT. 5 WOODFORD HYDRANT MODEL 27CP3 FOR 6" WALL, AUTOMATIC DRAINING WITH BUILT-IN DOUBLE CHECK VALVE FOR BACKFLOW PROTECTION. MOUNT 33 A.F.F. (FURNISHED BY OWNER). WALL HYDRANT INSTALLED BY MASON, AS BLOCK IS LAID. SECURE TO WALL WITH TAP CON SCREWS, OR OTHER SUITABLE DEVICES. O6 1 1/4" BALL VALVE. O7 REAR SUPPORT AREA HANDSINK (SEE SHEET P-1 KEY NOTE 13 FOR SPECIFICATION). t�8 SIZE "A" (250') PISTON WATER HAMMER ARRESTOR. 9� 1/2" COLD WATER FOR CAN WASH. 9B 1/2" HOT WATER FOR CAN WASH. 10 WATER HEATER VENT CAP. 11 FLASHING COLLAR. 12 WATER HEATER VENT. "B" VENT FROM WATER HEATER UP THRU ROOF WITH CAP FURNISHED & INSTALLED BY PLUMBING CONTRACTOR. EXTREME CAUTION SHOULD BE EXERCISED TO AVOID DAMAGE TO STEEL OR WOODEN FRAMING MEMBERS WHEN CUTTING OPENING FOR VENT. PLUMBER TO PROVIDE FLASHING AND STORM COLLAR FROM SAME MANUFACTURER AS TYPE "B" VENT. FOLLOW MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING VENT. MAINTAIN A MINIMUM OF 1" CLEARANCE TO COMBUSTIBLES. 13 DIELECTRIC UNION. 14 3/4" BALL VALVE 5® 3/4" COLD WATER TO LAVATORIES. >5 3/4" HOT "WATER TO LAVATORIES. 16 THERMOMETER / PRESSURE GAUGE - FURNISHED BY K.E.C. (DIAL TYPE). 17 1 1/4" COLD WATER TO WATER CLOSETS. 18 SEE WATER HEATER PIPING ISOMETRIC FOR CONTINUATION, 19 3/4" 140' HOT WATER TO BOOSTER HEATER. 0� 3/4" COLD WATER TO KITCHEN EQUIPMENT, COKE MACHINE & COFFEE MACHINE. 0® 3/4" HOT WATER TO KITCHEN EQUIPMENT. 21 3/4" COLD WATER TO ICE MAKER, COKE MACHINE AND COFFEE MAKERS. _22 NOT USED 23 UNION. 24 TEMPERATURE AND PRESSURE RELIEF VALVE, PROVIDED WITH WATER HEATER. 20-25 PSI TEMP /PRESS. RELIEF TEMPERATURE/PRESSURE GAUGE VALVE BY L.E.S. BY L.E.S. (SENSING BULB MUST 25 WATER CLOSET, (SEE SHEET P-1 KEY NOTE t2 FOR SPECIFICATION). I BE IN WATER STREAM) TEMP./PRESS. GAUGE 3/4" UNION 26 LAVATORY, (SEE SHEET P-1 KEY NOTE 14 FOR SPECIFICATION). SHOCK ABSORBER FOR (SENSING BULB MUST 27 1 1/2- MAIN WATER SERVICE (SEE SITE PLAN FOR CONTINUATION). BE IN WATER STREAM) WATER HAMMER BY PLUMBER (BELLOWS TYPE MUST BE USED, 28 T & P RELIEF VALVE PIPING TO AUXILIARY DRAIN PAN. RUN FULL SIZE OF T & P VALVE. HOSE BIB & AIR CHAMBERS NOT ALLOWED) VACUUM BREAKER 29 1" BALL VALVE. —� 180' HW TO DISH MACHINE 3/4" BALL VALVE 30 WATER HEATER DRAIN VALVE. BY PLUMBER IN-LINE STRAINER FURN. BY L.E.S. 3t FULL PRESSURE HOSE BIBB WITH VACUUM BREAKER.' — — — — — — — — — HOT WATER 32 WATER HEATER - A.O. SMITH #BT -80, 75,100 B.T.U., (73 G.P.H. @100• RISE) INLET 110' 3�'4" UNION INLET TO BOOSTER -HEATER NATURAL GAS FIRED, 74 GAL. STORAGE, FURNISHED BY OWNER. — — — �- — — — — — -� NOTE: L.E.S. SHALL FURNISH TEMPERATURE/PRESSURE GAUGES 3/4" COLD WATER TO HAND SINK AND PRE -RINSE SPRAY. SHIPPED LOOSE FOR INSTALLATION BY PLUMBER IN HOT 3/4" HOT WATER TO HAND SINK AND PRE -RINSE SPRAY. DISCHARGE FROM TEMP./PRESS. WATER LINE AT ITEM #105 WATER HEATER, & AS SHOWN J RELIEF VALVE RUN TO INDIRECT WASTE AT BOOSTER HEATER ABOVE. 34 NOT USED. 35 1-1/2- WATTS #L7U2-2EZ-TC-QT DOUBLE CHECK BACKFLOW PREVENTER OR BOOSTER HEATER INSTALLATION D ETA I L APPROVED EQUAL. SCALE: 1 1'-0" 36 P.R.V. WITH INTEGRAL STRAINER, :SET AT 60 P.S.I. 37 ASHCROFT #1020A DIAL TYPE PRESSURE GAUGE (2 DIAL, 0 TO 160 P.S.I.) OR EQUAL. 38 LEAVE 8 F.T. OF 1/2" COILED PEX WATER TUBING IN ICE MAKER SUPPLY TO 4 ALLOW MOVEMENT OF MACHINE FOR CLEANING AND SERVICE. 3/4" ss r 39 SPARCO TX -12, 4.4 GAL. (3.2 MAXIMUM ACCEPTANCE VOLUME ) 13 / PRESSURIZED EXPANSION TANK, OR APPROVED EQUAL. / SUPPLY TO OCOFFSE EEL MACHINE RBY 40 VACUUM RELIEF VALVE. COFFEE MACHINE INSTALLER 0 3/ 5/8" O.D. 41 3/4" GAS LINE UP TO ROOF. SEE SHEET P-3 FOR CONTINUATION. ss l BRASS -CRAFT, OR APPROVED EQUAL 42 1 1/2- GAS LINE UP TO ROOF. SEE SHEET P-3 FOR CONTINUATION. ANGLE STOP VALVE (CHROME PLATED), 43 GALVANIZED STEEL NIPPLE DO NOT USE JAM OR CLOSE (CONTINUOUSLY \ WITH SWEAT OR COMPRESSION FITTINGS \ 40 3/4„ EXTERIOR THREADED) NIPPLE. " 14 1• / t1/2" / / \ WALL 44 SIZE "B" PISTON WATER HAMMER ARRESTOR. 3/4 29 12 / \ \ 4 45 T. & P. VALVE -EXTEND TYPE "L" HARD COPPER TO DRAIN.. O 3/4" � � � 7 / / " r-3 4" 7CHROMEPLATEDSCUTCHEON 14O/NLESS STEEL STRAINER PROVIDED BY K.E.C.. 14 1n \ O WITH CLEAR SILICONE ADHESIVE CAULK 14 19 3s 13 / o / / / 5 47 NOT USED. ®O \ 13 \ \ 1 1/2- FACTORY INSTALLED OPENING fO / (WITH CUUM BREAKER) <48 NOT USED. ® 24n / BACK OF STAINLESS STEEL BACKBAR 1/2" �, SEE DETAIL THIS SHEET FOR 3/4 / / COFFEE MACHINE STOP LOCATION 1/2'1''.-4 3/4• 1/2" HARD DRAWN COPPER WATER SUPPLY 49 CHICAGO 998 HOSE BIBB. AND INSTALLATION # � / 1n 29 " O 1/2" ABOVE FLOOR (TYP) O SEE .WATER SYSTEM RISER DIAGRAM FOR Q CONTINUATION 44 28 32 O 1 1/4" 1/2 30 1 1/4" AUXILIARY DRAIN PAN „ \ / 1 DRAIN LINE TO TERMINATE AT HUB DRAIN WITH 2" AIR GAP 1 1/4" 1 1/4" HUB DRAIN 0 50 MIXING VALVE -SHALL MEET ASSE 1070 STANDARDS. � .fir. �• � •„t� ;• �+ No POOM254 �.� A x/18 C! c O u`ici�+�v tcOXL � NOp1OO N a33 00 .4W 0., 2 °Ot 15 OU U 01E OL EAS cat 3 v0i ai N zo 0 8°>, c c cc")) ` = aj'�.3 cN- .� v Owo c°oai�° tLoc v0 OO° O °o° @jj OWN O ac N OC ''O :3 0 c U) >�N11 3 XO.CCL X.2:5 ^^ o L.L U 0)0� 'w O��OU v r C17216 .01 / Y \ \ 3 / 4" ` COFFEE MACHINE WATER SUPPLY DETAIL � 1/2" / V)m p \ NOT TO SCALE J Of DESCRIP170H O. Q I Q I D3033 DRAIN 7EMPERING MW 3 4 IPS Y f 7►rE raRA1N iFMPE�Nc YRcvE (0 W-9) IS USED � 1 0 DISCHAR V iE DRAIN — FiHERf THE WA,iER f,E4 W \ ` 4 2 1440-42 PIPE SUPPORT \ \ \ MUST BE L/MI7E�! 7r1 I40F. COLD WATER /S 1 J ADDED NfitEN ftE DRAIN, IMPERARM MMS, 3 D322F-H2-Ft HEX 'REV. BUSHING f 1/2RIPS X 1 f7RS 1 p 0 3 4" THtS`Ft0[tRE` 4e AL1fOMA17CALLY rt/RN5 DPF I MAI tPS CO(O �VAM SUPPLY REQ'!3, 4 : D32OF_WH1H1 7EF 1 1/2 F1PS f' \ ` NDT NEEDED a' _ - O 3/4" \ \ 5 D314F^NS-2o NIPPLE r 1/2 IPS X 2 1/2 LG 2 _ �, m \ 6 D318F-Hf-H! 90' E180W f 1/2 /PS _ 1 � a \ 7 2 8, D316F-E1-E2 90• STREET ELBOW 5/4 IPS Llj Of elf /4 U ® O O O n \ 1 ♦ rl \ \ 17 J 3/ \ \ \ \ 27 Z F- O LL- \ 21 19 4 rtar- 1"Aa� H LiJ n ®® f I � " :2 0 y -"[@ coca W 21 p . 26 p 0 ® 3 0 s' wNt£ 00 LL.I 0 " 21 25 \ 5 ¢ O 3 4 \ 0 3 3/ V) \ Z (/) Z \ X./ FQ- L O W Q I 3/ / W (n 13/4.. 98 9A 44 0 37 0 (D 13/ „ SEE DETAIL THIS SHEET FOR 14 I \ i �� / V / Rora re Fcsows FOR eFsr xoox-uP 14 COFFEE MACHINE STOP LOCATION / / • A.O 14 I 1 O " 3 O 14 2 I " 23 21 3/42 WATER HEATER PIPING DIAGRAM NOT TO SCALE 19 16 AND INSTALLATION 50 CHECKED BY: M " /. ! .. AN TI1u DRAIN COOL DOWN NE% ASSY " . ND. • / 43 19 O 3/ / MACTOS41/6+ ASSEMBLY 1 1436-1& _ O _ KKH / 3/4n .%XX 1 .OIs A NO WD A 1-4 ..:. 40-2 PRE -RINSE ANGLES f1/2 UNLESS J Ph®4de h. PA 19t35- d M A 45 / / / 5 FRONT REY NO dA7E Q7HERYASE I n s l n e l 1215 824-480D ccs / : _�yt - 20 - / / _ ('It.E. PArsiS� 1438 !8 SPECIFlEO `� '.A1i 215 824-8 . 8.1dOB DRAWN BY. U - MRL 16 5 DRAIN COOL DOWN ASSEMBLY DETAIL Q 3/4' � T- � / / ABOVE FLOOR (TYP) 13, NOT TO SCALE ' ^ y �� „ PLUMBING �J J 13 3 r / / 4 HOSE BIBB (WITH / / / BELOW FLOOR Y _ 3 T Z — �J O B N O : SHEET W PIERMIT # VACUUM BREAKER) / 30233 D WATER SYSTEM RISER DIAGRAM I 3/4" SCALD NONE DATE: OF _27__ 11/30/1 SHEETS. Z �2 O Ld f? � WOv o CL � z W a o r` 00 Lv '- o 0 Q C) .01 / Y \ \ 3 / 4" ` COFFEE MACHINE WATER SUPPLY DETAIL � 1/2" / V)m p \ NOT TO SCALE J Of DESCRIP170H O. Q I Q I D3033 DRAIN 7EMPERING MW 3 4 IPS Y f 7►rE raRA1N iFMPE�Nc YRcvE (0 W-9) IS USED � 1 0 DISCHAR V iE DRAIN — FiHERf THE WA,iER f,E4 W \ ` 4 2 1440-42 PIPE SUPPORT \ \ \ MUST BE L/MI7E�! 7r1 I40F. COLD WATER /S 1 J ADDED NfitEN ftE DRAIN, IMPERARM MMS, 3 D322F-H2-Ft HEX 'REV. BUSHING f 1/2RIPS X 1 f7RS 1 p 0 3 4" THtS`Ft0[tRE` 4e AL1fOMA17CALLY rt/RN5 DPF I MAI tPS CO(O �VAM SUPPLY REQ'!3, 4 : D32OF_WH1H1 7EF 1 1/2 F1PS f' \ ` NDT NEEDED a' _ - O 3/4" \ \ 5 D314F^NS-2o NIPPLE r 1/2 IPS X 2 1/2 LG 2 _ �, m \ 6 D318F-Hf-H! 90' E180W f 1/2 /PS _ 1 � a \ 7 2 8, D316F-E1-E2 90• STREET ELBOW 5/4 IPS Llj Of elf /4 U ® O O O n \ 1 ♦ rl \ \ 17 J 3/ \ \ \ \ 27 Z F- O LL- \ 21 19 4 rtar- 1"Aa� H LiJ n ®® f I � " :2 0 y -"[@ coca W 21 p . 26 p 0 ® 3 0 s' wNt£ 00 LL.I 0 " 21 25 \ 5 ¢ O 3 4 \ 0 3 3/ V) \ Z (/) Z \ X./ FQ- L O W Q I 3/ / W (n 13/4.. 98 9A 44 0 37 0 (D 13/ „ SEE DETAIL THIS SHEET FOR 14 I \ i �� / V / Rora re Fcsows FOR eFsr xoox-uP 14 COFFEE MACHINE STOP LOCATION / / • A.O 14 I 1 O " 3 O 14 2 I " 23 21 3/42 WATER HEATER PIPING DIAGRAM NOT TO SCALE 19 16 AND INSTALLATION 50 CHECKED BY: M " /. ! .. AN TI1u DRAIN COOL DOWN NE% ASSY " . ND. • / 43 19 O 3/ / MACTOS41/6+ ASSEMBLY 1 1436-1& _ O _ KKH / 3/4n .%XX 1 .OIs A NO WD A 1-4 ..:. 40-2 PRE -RINSE ANGLES f1/2 UNLESS J Ph®4de h. PA 19t35- d M A 45 / / / 5 FRONT REY NO dA7E Q7HERYASE I n s l n e l 1215 824-480D ccs / : _�yt - 20 - / / _ ('It.E. PArsiS� 1438 !8 SPECIFlEO `� '.A1i 215 824-8 . 8.1dOB DRAWN BY. U - MRL 16 5 DRAIN COOL DOWN ASSEMBLY DETAIL Q 3/4' � T- � / / ABOVE FLOOR (TYP) 13, NOT TO SCALE ' ^ y �� „ PLUMBING �J J 13 3 r / / 4 HOSE BIBB (WITH / / / BELOW FLOOR Y _ 3 T Z — �J O B N O : SHEET W PIERMIT # VACUUM BREAKER) / 30233 D WATER SYSTEM RISER DIAGRAM I 3/4" SCALD NONE DATE: OF _27__ 11/30/1 SHEETS. R.T.U. "A" '56 4-- (65,000 B.T. .) 1 "- (130,000 B.T.U.) CONTRACTOR BY PLUMBING PIPING MANIFOLD FOR - KITCHEN EQUIPMENT TO BE PROVIDED BY K.E.C. AND INSTALLED BY PLUMBING CONTRACTOR (149,000 B.T.U.) 1" 3.0 4t (65,000 B..) ROOF- PLAN - PLUMBING SCALE: 1/4" = 1'-0" 1-1/4" (384,000 B.T.U.) L-1 " " (235,000 B.T.U.) -J/4 (65,000 B.T.U.) r �6 G -1 /2" /G (449,000 B.T.U.) (484,100 B.T.U.) 1-1/2" PIPE SHALL BE SECURED - TO EXTERIOR WALL WITH ISTRUT CHANNELS & CLAMPS GAS METER BY GAS CO. IT V R.T.U. "D" GAS PIPING ISOMETRIC NOT TO SCALE (75,100 B.T.U.) 3/4" GENERAL PLUMBING NOTES 1. VERIFY LOCATION AND ROUGH -IN DIMENSIONS OF ALL KITCHEN EQUIPMENT AND CONNECTIONS ON KITCHEN EQUIPMENT DRAWINGS. (SEE SHTS. K-1 THRU K-8). 2. PLUMBER TO CONNECT ALL KITCHEN EQUIPMENT SET IN PLACE BY K.E.C. SEE SHEETS K-1 THRU K-8 FOR WATER AND WASTE CONNECTIONS. 3. PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL CLEANOUTS, ROUGH AND FINISH PIPING, VALVES, INCIDENTAL ITEMS, ETC. NECESSARY TO INSTALL ALL KITCHEN EQUIPMENT AND PLUMBING FIXTURES SHOWN ON THESE SHEETS AND KITCHEN EQUIPMENT SHEETS, SO AS TO GIVE A FULLY COMPLETE AND FUNCTIONAL PLUMBING SYSTEM. PLUMBING CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON ALL MATERIALS PROVIDED BY THE PLUMBING CONTRACTOR AS WELL AS A ONE YEAR LABOR WARRANTY ON ALL ITEMS INSTALLED BY THE PLUMBING CONTRACTOR. OWNER AND KEC SHALL PROVIDE ITEMS AS NOTED ON SHEET P-2. 4. OFFSET ALL VENT STACKS AS REQUIRED TO MISS MASONRY BOND BEAMS, OTHER STRUCTURAL MEMBERS AND THE WORK OF OTHER TRADES. SEE ARCHITECTURAL DRAWINGS FOR TRANSVERSE SECTION THRU BUILDING. 5. PIPE SIZES SHOWN ARE INSIDE DIMENSIONS. 6. STOPS ARE TO BE PROVIDED FOR ALL FIXTURES. 7. ALL EXPOSED WATER PIPES IN MECHANICAL ROOM AND CEILING SPACE SHALL BE INSULATED WITH 1/2" THICK PREFORMED ARMSTRONG ARMAFLEX AP 25/50 ELASTOMERIC PIPE INSULATION. SEAL SEAMS WITH ARMSTRONG #520 ADHESIVE. ELBOWS SHALL BE INSULATED WITH MITERED JOINTS. 8. PROVIDE VACUUM BREAKERS AS SHOWN AND WHERE REQUIRED. 9. VENTING TO BE PER PLANS AND CODE. 10. ALL WATER PIPING ABOVE SLAB SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT FITTINGS AND SOLDERED WITH OATEY SAFE FLO LEAD FREE SOLDER OR PEX FLEXIBLE PIPING. PEX PIPING TO BE RUN IN CONDUIT WHERE PEX PENETRATES FLOOR. CONDUIT TO HAVE 90' BEND BELOW SLAB AND EXTEND UP 6" ABOVE FLOOR. SEAL FLEX PIPING IN CONDUIT WITH CAULK. WATER PIPING BELOW SLAB SHALL BE NIBCO DURAPEX (WITH NO JOINTS BELOW FLOOR); USE ELECTRICAL CONDUIT SLEEVES THROUGH CONCRETE. OUTSIDE OF COPPER PIPE AND INSIDE OF FITTINGS SHALL BE THROUGHLY CLEANED WITH STEEL WOOL AND THE FLUX IMMEDIATELY APPLIED AND THE JOINT MADE UP. HEAT SHALL BE SUPPLIED TO THE FITTINGS AND PIPE IN SUCH A MANNER AS TO NOT OVER -HEAT THE FITTINGS OR PIPE. COPPER PIPE SHALL BE WELL REAMED AFTER CUTTING AND EACH PIECE SHALL BE TURNED ON END AND ALL LOOSE DIRT AND SCALE SHALL BE KNOCKED OUT. TEST ALL WATER PIPING UNDER A HYDROSTATIC PRESSURE OF NOT LESS THAN 100 P.S.I.G. FOR A MINIMUM OF 4 HOURS. AFTER PRESSURE TESTS HAVE BEEN MADE, THE ENTIRE DOMESTIC WATER - DISTRIBUTION SYSTEM SHALL BE THOROUGHLY FLUSHED WITH WATER UNTIL ALL ENTRAINED DIRT AND MUD HAVE BEEN REMOVED AND SHALL BE STERILIZED. COPPER TUBING SHALL BE ISOLATED FROM ALL OTHER METALS WITH DIELECTRIC UNIONS TO PREVENT ELECTROLYTIC ACTION. 11. ALL COPPER TO BE STUBBED OUT 4" (MINIMUM) ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH BLACK MALLEABLE IRON FITTINGS. PAINT WITH BLACK RUST RESISTANT PAINT. SCREWED JOINTS IN STEEL PIPING, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE MADE WITH REGULAR STANDARD COUPLINGS. APPLY TO THE MALE THREADS ONLY A PIPEJOINT COMPOUND. ALL THREADS SHALL BE STANDARD, CLEAN CUT, TAPERED, AND NOT MORE THAN 2 THREADS SHALL BE EXPOSED WHEN JOINT IS MADE TIGHT. ALL BURRS SHALL BE REAMED FROM INSIDE OF THE PIPE AND PIPE SHALL BE TURNED ON END AND ALL LOOSE DIRT AND SCALE KNOCKED OUT. DO NOT USE CLOSE OR JAM (CONTINUOUSLY THREADED) NIPPLES. ALL HORIZONTAL GAS PIPING BRANCHES SHALL BE TAKEN FROM THE SIDES OR TOP OF ALL HORIZONTAL MAINS, NOT FROM THE BOTTOM. WHEN TRAPS OCCUR IN THE PIPING, PROVIDE A TEE WITH A 6" NIPPLE AND CAP TO FORM A DIRT/DRIP LEG. NO DEVICE SHALL BE PLACED INSIDE THE GAS PIPING OR FITTING THAT WILL REDUCE THE CROSS-SECTIONAL AREA OR OTHERWISE OBSTRUCT THE FREE FLOW OF GAS. FITTINGS SHALL BE USED IN MAKING TURNS IN ALL STEEL GAS PIPING AND REDUCING FITTINGS SHALL BE USED WHEN CHANGING PIPE SIZES. THE USE OF BRUSHINGS OR BENDS IN STEEL PIPE WILL NOT BE ALLOWED. TEST ALL GAS PIPING UNDER AN AIR PRESSURE OF NOT LESS THAN 5 P.S.I., HELD FOR MINIMUM OF ONE HOUR WITHOUT SHOWING ANY DIP IN PRESSURE. SOAP AND WATER SOLUTION SHALL BE USED IN LOCATING GAS LEAKS. LEAKS IN SCREWED JOINTS SHALL BE CORRECTED BY REPLACING THE THREAD, FITTING OR BOTH AND REMAKING THE JOINT. CAULKING OR PEENING OF THREADED JOINTS WILL NOT BE PERMITTED. 13. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 P.V.C. OR A.B.S. PLASTIC PIPE WITH PLASTIC DRAINAGE FITTINGS. PLASTIC JOINTS SHALL BE SOLVENT CEMENTED USING PROPER PRIMER AND CEMENT. ALL PIPE CUTS ARE TO BE SQUARE. BOTH PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED. JOINTS TO BE INSTALLED AS PER LATEST APPENDICES OF ASTM STANDARD SPECIFICATION D-2665. GAS LOAD SCHEDULE 9EM B1U UNIT "A" 65,000 UNIT "B" 65,000 UNIT "C" 65,000 UNIT "D" 65,000 WATER HEATER 75,100 2 EYE BURNER 24,000 3'-0" GRILLE 75,000 3'-0" GRILLE 75,000 KXA- 509,100 THE DISTANCE FROM THE FARTHEST OUTLET TO THE METER IS 82 FT. NOTES: 1. GAS PRESSURE AFTER METER SHALL BE 7" WC. 2. PLUMBING CONTRACTOR TO PRIME AND PAINT ALL EXTERIOR GAS PIPING WITH TWO (2) COATS OF RUST RESISTANT PAINT. COLOR AS SELECTED BY ARCHITECT. TEST SOIL, WASTE & VENT PIPING FOR I HOUR AT NOT LESS THAN A 14' STATIC HEAD (OF WATER). STRAP WRENCHES SHALL BE USED IN THE INSTALLATION OF PIPING TO PREVENT MARKING THE EXTERIOR SURFACES OF PIPE AND FITTINGS. 14. ALL BALL VALVES IN MECHANICAL ROOM TO BE LABELED USING BRASS TAGS SECURELY ATTACHED TO VALVE. INSTALL A FRAMED VALVE SCHEDULE ON MECHANICAL ROOM WALL. 15. INSTALLATION SHALL CONFORM TO THE APPLICABLE PLUMBING AND ENERGY CODES AND ALL LOCAL REGULATIONS. 16. PROVIDE BACKFLOW PREVENTERS IN ALL WATER CONNECTIONS TO KITCHEN EQUIPMENT UNLESS EQUIPMENT IS EQUIPPED WITH AN AIR GAP OR FACTORY INSTALLED BACKFLOW PREVENTER (SEE SCHEDULE ON SHEET P-2 FOR MORE INFORMATION). 17. IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO MAKE SURE PLUMBING VENTS PASS THROUGH THE ROOF A MINIMUM OF 10'-0" FROM H.V.A.C. FRESH AIR INTAKES (SEE ROOF PLAN). 18. PROVIDE A WATTS #007 -QT, OR APPROVED EQUAL, DOUBLE CHECK BACKFLOW PREVENTER (OR WATTS #009 -QT, OR APPROVED EQUAL, REDUCED PRESSURE ZONE TYPE, IF REQUIRED BY WATER DEPARTMENT) IN THE WATER SERVICE LINE. LOCATE PER WATER DEPARTMENT'S REQUIREMENTS. 19. ALL VENTS TO RISE 6" ABOVE FLOOD LEVEL RIM BEFORE OFFSETTING HORIZONTALLY. 20. USE P.V.C. OR A.B.S. PIPE ON ALL HUB DRAINS. ALL HUB DRAINS SHALL BE PAINTED BLACK. EQUIP EACH HUB DRAIN WITH AN INCREASER TO AT LEAST THE NEXT PIPE SIZE. 21. INSTALL A GRINNELL #400 (OR AS PROVIDED WITH TRIM KIT) 20 ga. CHROME PLATED ESCUTCHEON, WHERE PIPES PASS THROUGH WALLS OR CEILINGS IN FINISHED AREAS. NEATLY CAULK ESCUTCHEONS TO SURFACES BEING PENETRATED. 22. MAINTAIN A MINIMUM SEPARATION OF 6" BETWEEN ALL HOT & COLD WATER PIPING. TO AVOID TRANSFER OF HEAT TO COLD. THIS APPLIES ESPECIALLY TO PIPING BELOW GRADE UNLESS SUITABLE INSULATION IS APPLIED. 23. NOT USED 24. WATER SYSTEM BALL VALVES SHALL BE NIBCO, OR APPROVED EQUAL, #S-585-70 WITH FULL PORT OPENINGS AND STEM EXTENSIONS. 25. WATER SYSTEM CHECK VALVES SHALL BE NIBCO, OR APPROVED EQUAL, #SI -3 SWING CHECK AND BE HORIZONTALLY MOUNTED. 26. ANCHOR EXPOSED VERTICAL WATER PIPES TO WALLS WITH HOT -DIPPED GALVANIZED UNI -STRUT CHANNELS AND SHOULDER BOLT CLAMPS. SHOULDER BOLT CLAMPS SHALL BE COPPER PLATED IF COPPER PIPE IS TO BE SECURED. 27. SUPPORT DOMESTIC HOT AND COLD WATER PIPING IN CHASES BEHIND PLUMBING FIXTURES WITH PLASTIC BRACKETS AND U -BOLTS SECURED TO WASTE AND VENT STACKS. SIZE U -BOLTS TO BEAR ON THE PIPING. PIPING SHALL BE SECURED TO PROVIDE QUIET RATTLE FREE OPERATION. 28. THE BOTTOM OF THE TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF PIPE ON UNDISTURBED SOIL AT EVERY POINT ALONG ITS ENTIRE LENGTH, EXCEPT FOR THE PORTIONS OF THE PIPE SECTIONS WHERE IT IS NECESSARY TO EXCAVATE BELL HOLES AND FOR PROPER SEALING OF THE PIPE JOINTS. OVERDEPTHS SHALL BE BACKFILLED AND PROPERLY COMPACTED TO 98% OR BETTER STANDARD PROCTOR. PIPE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED PRESSURE TESTS HAVE BEEN PERFORMED AND UNTIL PIPING SYSTEM, AS INSTALLED, CONFORMS TO ITS SPECIFIED REQUIREMENTS. IN THE LOW PORTION OF THE TRENCH THE BACKFILL MATERIAL SHALL BE DEPOSITED IN SIX INCH MAXIMUM THICKNESS LAYERS AND COMPACTED WITH SUITABLE TAMPERS TO NOT LESS THAN 95% STANDARD PROCTOR UNTIL THERE IS A COVER OF NOT LESS THAN 10" OVER SEWERS AND ONE FOOT OVER OTHER UTILITY LINES. THE BACKFILL MATERIAL IN THIS PORTION OF THE TRENCH SHALL CONSIST OF EARTH, SAND, CLAY, AND FINE GRAVEL, SOFT SHALE OR OTHER APPROVED MATERIALS (FREE FROM STONES LARGER THAN THREE QUARTERS OF AN INCH IN ANY DIMENSION AND HARD CLODS AND FROZEN CONGLOMERATES LARGER THAN THREE INCHES IN ANY DIMENSION, SO THAT NO DAMAGE TO PIPING WILL OCCUR). THE DEGREE OF COMPACTION SHALL BE AS FOLLOWS: A. UNDER BUILDING SLABS, ROADWAYS, PAVED PARKING AREAS AND SIMILAR USE PAVEMENTS INCLUDING ADJACENT SHOULDER AREAS: SIX-INCH LAYERS, 95% PROCTOR. B. UNDER TURFED OR SEEDED LAWN AREAS: TWELVE -INCH LAYERS, 85% PROCTOR. THIS REQUIREMENT APPLIES ALSO TO AREAS DESIGNATED TO BE TURFED OR SEEDED. C. UNDER OTHER AREAS: TWO -FOOT LAYERS, DENSITY EQUAL TO ADJACENT SOIL. 29. ALL FLOOR DRAINS IN MECHANICAL ROOM SHALL BE EQUIPPED WITH AUTOMATIC TRAP PRIMERS. 30. INSTALL HORIZONTAL WASTE PIPING AT 1 /4"/FT. SLOPE. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. NOTES DESIGNATED THUS APPLY TO THIS DRAWING ONLY, O1 GAS PIPING ROOF PENETRATION, PROVIDE PITCH POCKET TO ENSURE WATER TIGHT INSTALLATION. O2 UNION AND 3/4" GAS COCK. O1 " GAS COCK. O41" GAS TO WATER HEATER WITH FLEXIBLE CONNECTION. 5 AUTOMATIC GAS SHUT-OFF VALVE FURNISHED BY K.E.C., INSTALLED BY PLUMBER. K.E.C. TO COORDINATE INSTALLATION OF AUTOMATIC FIRE EXTINGUISHING SYSTEM WITH GENERAL CONTRACTOR. O1" GAS COCK. GAS O DRAWINGSMANIFOLD FOR DETAILS.OMANNIIFOLD GRILLES AND FLEX PIPING FURNISHED BYBURNER 15 SEE KITCHEN O1 1/2" GAS FROM METER UP OUTSIDE WALL. OA.H.U.'S INSTALLED BY HVAC CONTRACTOR. PLUMBER TO FURNISH AND INSTALL ALL GAS PIPING, VALVES UNIONS, ETC. GAS PIPING ON ROOF IS SUPPORTED BY 4" x 4" x 8" LONG TREATED WOOD BLOCKS. BLOCKS 10 ARE TO BE PLACED AT EVERY CHANGE IN DIRECTION AND AT INTERVALS OF NOT MORE THAN 8'-0" IN STRAIGHT RUNS. PIPE IS TO BE SECURED TO BLOCKS WITH 1 -HOLE CLAMPS. <8> 1 SECURELY FASTEN WATER HEATER GAS SUPPLY TO WALL (24" ABOVE FLOOR). 12 6" MINIMUM DEPTH/DIRT LEG AND CAP. PERMIT a 3 r o 2 0 ® cU M Q O Fm vi WallQ W o 0 0 o r W u')Q L `o I Oe ZC) N F o W � Q � n o� �p Ro U c QQ 0 j Fz-1 aLZ U W Q J Y c DATE: 11/30/17 Iz m c 0 (nrn -° z V J Y N� O W � Cr O U+�+ o' X= � =ct W ° O co O o N 'tCL- J Q = za N°;+'U)0 V) od L -Li N Nt �A U Q Lv Z (n D Y - c r m to rn,F ,...0 ° w LI� a o 60 Z NC ° A° c _ N � c o? -r tam-�3 Q �- Q OW m�Lo caoa°i3 0 o 0.9 o ar o°v yL 0�@ of y O o °con 01� c N �_-ca>°c U (A O Om CltiN N 3 X.25 C+L+ 0 rnaam Do- v- L.L(3 rn¢vo ���o 0 r0, ­CC a) o ° ° `v4)� 3Q � C17216 a 3 r o 2 0 ® cU M Q O Fm vi WallQ W o 0 0 o r W u')Q L `o I Oe ZC) N F o W � Q � n o� �p Ro U c QQ 0 j Fz-1 aLZ U W Q J CHECKED BY: KKH DRAWN BY: MRL PLUMBING Y SHEET P -3 OF 27 SHEETS DATE: 11/30/17 Iz m o Of V J Y W � Cr W :D � =ct W O m � Q >- o za Q� V) od L -Li o LL- U Q Lv Z (n D Y - gx w LI� �O w V)L�7 Q�Q Li O Q � in Q �- Q n U 0 U) -i CHECKED BY: KKH DRAWN BY: MRL PLUMBING JOB N0: 30233 SHEET P -3 OF 27 SHEETS DATE: 11/30/17 WALL 22"x18" RA THRU R, TO RTU - R01 DUCTWC AS REQUII ISO AS P TO INTERFI 16"X8" OPENINGW FILTER IN RETUR AIR DUCT ABOV RAG (TYPICA� FLOOR PLAN - H V A C SCALE : 1/4" = 1'-0" 2-12x18 LOUVERS IN DOOR, PROVIDE ONE 12" ABOVE FLOOR, THE FHER AT TOP OF DOOR. 2" MAX. FROM CEILING. F - FAN "B" ON ROOF tETURN AIR GRILLE DEFLECTOR--99DES TOW) VISIBILITY OF FILTER AS MUCH AS POSSIBLE ROOF PLAN - HVAC SCALE: 1/4" = 1'-0" 6"0 DUCT UP THRU ROOF TO - ROOF CAP Q NOTES 1. FAN "A" 2. B -VENT FLUE FROM WATER HEATER UP THRU ROOF WITH CAP FURNISHED & INSTALLED BY PLUMBING CONTRACTOR. WATER HEATER FLUE SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FLUE PIPE SHALL BE 3'-0" HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS. 3. EXHAUST FAN "B", 50 CFM EXHAUST EACH, FURNISHED BY OWNER AND INSTALLED BY HVAC CONTRACTOR. (SEE DETAIL THIS SHEET) 4. SEE SHEET M-2 FOR GREASE HOOD EXHAUST DUCT DETAILS. 5. FLUE TO BE A MINIMUM 3'-0" FROM EDGE OF PARAPET WALL. 6. MANUAL BALANCING DAMPER TO BE MOUNTED IN AN ACCESSIBLE LOCATION AND HAVE PLENTY OF ROOM TO BALANCE DUCT AIRFLOW. 7. MOUNT REMOTE SENSORS BEHIND RETURN AIR GRILLE. 8. RTU-A,B,C & D T -STAT MOUNTED ABOVE BULLETIN BOARD IN MANAGER'S CLOSET. (SEE CONTROL WIRING SCHEMATICS THIS SHEET). 9. 3/4" THICK RECYCLED RUBBER ROOFTOP WALKWAY PADS BY ROOFING CONTRACTOR. PROVIDE CHEMREX CX -948 ADHESIVE. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. WALKWAY PAD TO BE A MINIMUM 24" WIDE AND EXTEND PAST UNIT BY 24" ON EACH END AS SHOWN ON PLANS. 10. TRANSITION AS NEEDED BELOW BEAM. AIR BALANCE CFM UNIT POSITIVE NEGATIVE RTU -A 465 -- RTU-B 530 -- RTU-C 465 -- RTU-D 0 -- FAN-A ROOFTOP AIR CONDITIONING UNIT 1350 TLT EXH. THERMOSTAT 100 "B" (+)1460 CFM (-)1450 CFM NET: 10 CFM (+) POSITIVE PRESSURE IN BUILDING. NOTE: MAKE-UP AIR FOR KITCHEN HOOD SUPPLIED BY O.A. THROUGH RTU -A, B, C. HVAC UNIT 1 (Y1)2 (W1) 3 (G) 10 JUMPER 0 LEGEND ABBREV. DESCRIPTION SYMBOL S.A. SUPPLY AIR El R.A. RETURN AIR z E.A. EXHAUST AIR z A.F.F. ABOVE FINISHED FLOOR 1350 RTU ROOFTOP AIR CONDITIONING UNIT 1550 T -STAT THERMOSTAT 114 "B" VENT THRU ROOF 0 iAUST DUCT LETTER INDICATES DIFFUSER TYPE, NUMBER INDICATES CFM 0350 mw w NOTES 5 GALVANIZED NIPPLE SCREWED INTO DRAIN PAN COORDINATE WITH PLUMBER COIL DRAIN 3" MIN. PAN 2" MIN. 3/4" PVC PIPE AND FITTINGS SLIP-ON ROOF CONNECTION, DO NOT GLUE SO AS TO ALLOW FOR MAINTENANCE AND CLEANING CONDENSATE DRAIN TRAP NOT TO SCALE PROVIDE ON ALL RTU;s7 NOTE: SEE GENERAL NOTE NO. 6 FOR MORE INFORMATION ' THERMOSTAT MOUNTED INSIDE MANAGERS OFFICE CONTROL WIRING SCHEMATIC (RTU -D EXHAUST DUCT W/ ROOF CAP f 6"0 EX 3"0 EXHAUST DUCT --m- /I TOILET EXHAUST FAN C NOT TO SCALE VENSTAR T6800 THERMOSTAT HVAC UNIT NORMAL OPERATION: ROOF TOP UNIT FANS SHALL BE INTERLOCKED WITH EXHAUST FAN 'A' OPERATION. EMERGENCY OPERATION: ROOF TOP UNIT FANS - OFF. EXHAUST FAN 'A' CONTINUES TO RUN. CONTROL WIRING SCHEMATIC-TYP_ RTU'S A_ R AND r NUI I U a%,MLC GENERAL NOTES 1. THE FOLLOWING ITEMS ARE TO BE PROVIDED BY THE OWNER. A. (4) PACKAGED ROOFTOP HVAC UNITS AS MANUFACTURED BY LENNOX WITH ACCESSORIES AS SCHEDULED. B. GONE PIECE WELDED ROOF CURBS FOR ROOF MOUNTED HVAC EQUIPMENT AND DEVICES. C. HVAC GRILLES, REGISTERS AND DIFFUSERS AS SCHEDULED. D. THERMOSTATS AND TOGGLE SWITCH FOR HVAC UNIT CONTROL. E. EXHAUST FAN(S) AS REQUIRED. F. ONE ROLL OF FILTER MEDIA FOR OUTDOOR AIR INTAKES. UNUSED MEDIA TO BE LEFT IN COMMISSARY FOR FUTURE USE. G. RESTROOM FAN INCLUDING CURB CAP. 2. THE HVAC CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS NOT LISTED ABOVE ALONG WITH ALL LABOR AND INCIDENTALS SUCH AS PERMITS, MATERIALS HANDLING, HOISTING, INSULATION AND CONTROL WIRING SERVICES REQUIRED TO GIVE A COMPLETE AND OPERABLE HVAC SYSTEM AS SHOWN AND NOTED ON PLANS. 3. THE HVAC CONTRACTOR IS RESPONSIBLE FOR CLEANING UP ANY AND ALL DEBRIS RELATING TO HIS WORK. 4. THIS WORK SHALL INCLUDE STARTUP ADJUSTMENT AND TESTING OF ALL HVAC EQUIPMENT AND DEVICES INCLUDING COMPLETION OF OWNER PROVIDED STARTUP FORMS. 5. THE HVAC CONTRACTOR SHALL PROVIDE A ONE YEAR LABOR AND MATERIAL WARRANTY ON ANY ITEMS PROVIDED AND INSTALLED BY THEIR FIRM. 6. THE HVAC CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE DRAIN TRAPS ON EACH HVAC UNIT. A GALVANIZED NIPPLE SHALL BE SCREWED INTO THE CONDENSATE DRAIN PAN. ALL OTHER CONDENSATE TRAP AND PIPING MATERIAL UNLESS NOTED OTHERWISE SHALL BE PVC. THE PVC TRAP FITTINGS SHALL BE PUSHED TOGETHER AND NOT GLUED TO FACILITATE EASY CLEANING. TRAP DIMENSIONS SHALL BE AS DETAILED BELOW. 7. THE HVAC CONTRACTOR IS TO INSTALL ALL ACCESSORIES PROVIDED WITH HVAC EQUIPMENT.(SEE SCHEDULES AND NOTES FOR MORE DETAILS) 8. THE HVAC CONTRACTOR IS TO PROVIDE AND INSTALL DISPOSABLE FILTERS IN THE RETURN AIR GRILLE OF EACH HVAC UNIT. THE HVAC CONTRACTOR IS TO CUT BLUE FILTER MEDIA FROM ROLL PROVIDED BY OWNER TO PROPER SIZE AND INSTALL UNDER SPRING CLIP IN OUTSIDE AIR INTAKE HOOD ON RTU'S A, B AND C WHERE IT CAN SERVICED FROM OUTSIDE OF UNIT. MATERIAL LEFT ON ROLL IS TO BE LEFT IN COMMISSARY FOR FUTURE USE. IN CONJUNCTION WITH THIS WORK, FACTORY INSTALLED FILTERS ARE TO BE REMOVED FROM THE HVAC UNTIS. CLEAN FILTERS ARE TO BE INSTALLED IN THE RETURN AIR GRILLES AND OUTDOOR AIR INTAKE HOODS PRIOR TO FINAL INSPECTION (TURNOVER TO OWNER). 9. IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO CONFORM STRICTLY TO THE LOCAL CODES GOVERNING HEATING, VENTILATING AND AIR CONDITIONING INSTALLATIONS; THE FIRE MARSHALS RULES AND REGULATIONS; AND ANY OTHER LOCAL ORDINANCES WHICH APPLY IN CONNECTION WITH THIS WORK. IF ANY OF THE WORK SHOWN OR SPECIFIED CONFLICTS IN ANY WAY WITH ANY OF THE RULES AND REGULATIONS OF THE ABOVE, THIS CONTRACTOR SHALL MAKE SUCH CHANGES AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 10. THIS CONTRACTOR SHALL FURNISH, AT HIS OWN EXPENSE, ALL NECESSARY PERMITS AND INSPECTION CERTIFICATES FOR APPARATUS INSTALLED BY HIM. INSPECTION AND CERTIFICATES SHALL BE OBTAINED FROM THE PROPER INSPECTION AUTHORITIES. ALL PERMITS SHALL BE OBTAINED PRIOR TO PROCEEDING WITH THE INSTALLATION OF THE HVAC SYSTEM. 11. ALL EQUIPMENT IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. DO NOT OPERATE ANY EQUIPMENT UNTIL IT HAS BEEN VERIFIED THAT PROPER VOLTAGE HAS BEEN SUPPLIED, DUCTWORK IS CLEAN AND BEARINGS ARE GREASED. 12. COORDINATE ALL WORK WITH OTHER TRADES INVOLVED. MAKE SURE DISCONNECT SWITCHES, POWER AND CONTROL WIRING ETC. ARE INSTALLED SO AS NOT TO PREVENT OR INTERFERE WITH ACCESS PANEL REMOVAL AND PROPER MAINTENANCE OF EQUIPMENT. 13. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND RELATED DETAILS FOR EXACT LOCATION OF GRILLES, REGISTERS AND DIFFUSERS. 14. WHEN CONTROL WIRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK, ALLOWING FOR CLEARANCE FOR ROOFING SCREWS, ETC. NONE OF THE CONTROL WIRING SHALL BE ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING. 15. ALL SUPPLY, RETURN AND GENERAL EXHAUST DUCTWORK SHALL BE FABRICATED FROM G-90 LOCK FORM QUALITY GALVANIZED SHEET METAL. GAUGES, CONSTRUCTION AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE LATEST SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS. 16. ALL DUCTWORK TO BE SEALED IN ACCORDANCE WITH THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 17. ALL ELBOWS IN RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE PROVIDED WITH MULTIPLE TURNING VANES. 18. ALL GREASE EXHAUST DUCTWORK SHALL BE FABRICATED FROM 16 GAUGE BLACK STEEL OR 18 GAUGE STAINLESS STEEL SHEETMETAL. GREASE DUCT IS TO BE WELDED GREASETIGHT. INSTALLATION IS TO BE IN STRICT ACCORDANCE WITH THE LATEST VERSION OF NFPA 96 OR LOCAL CODE, WHICHEVER IS MORE STRINGENT. (SEE SHEET M-2 FOR MORE DETAILS) 19. A MINIMUM OF 18 INCHES CLEARANCE MUST BE MAINTAINED BETWEEN HOOD AND GREASE DUCT AND COMBUSTIBLE MATERIALS. 20. ALL SUPPLY DUCTWORK IS TO BE WRAPPED WITH 2" THICK, 1-1/2 LB. DENSITY FOIL BACKED (0.020) FIBERGLASS INSULATION BLANKET. ALL INSULATION, ADHESIVES, MATERIALS, JACKETS AND SEALERS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPMENT RATING OF 50 OR LESS. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THEIR MANUFACTURER TO BE ASBESTOS FREE. INSULATION THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.28 0 75-F (MINIMUM R-5.6 VALUE). ALL DUCT INSULATION SHALL BE INSTALLED IN DIRECT CONTACT WITH THE METAL SURFACES OF THE DUCTS WITHOUT COVERING SUCH OBSTRUCTIONS AS CONDUITS; CONTROL TUBING AND SIMILAR ITEMS UNRELATED TO INSULATION AND DUCTWORK. ANY OF THESE ITEMS ENCOUNTERED SHALL BE RELOCATED TO ALLOW FOR PROPER INSTALLATION OF INSULATION. ALL DUCT SURFACES SHALL BE CLEAN AND DRY PRIOR TO THE APPLICATION OF INSULATION. BLANKET INSULATION SHALL BE INSTALLED WITH NOT LESS THAN I" OF INSULATION CUT BACK FROM THE EDGE OF VAPOR BARRIER. VAPOR BARRIER SHALL THEN OVERLAP THE ADJACENT INSULATION AND VAPOR BARRIER AT EACH END AND AT EACH ABUTTING JOINT. OVERLAPS SHALL BE STAPLED AND SEALED WITH ADHESIVE SEALER. IN ADDITION, ALL JOINTS IN THE VAPOR BARRIER SHALL BE SEALED WITH ALUMINUM FOIL TAPE. ALUMINUM FOIL TAPE SHALL NOT BE LESS THAN 0.0025" THICK. OPENINGS IN VAPOR BARRIER SUCH AS AT HANGERS AND SUPPORTS SHALL BE SEALED WITH ADHESIVE SEALANT. ALL BLANKET INSULATION SHALL BE HELD IN PLACE WITH ADHESIVE APPLIED IN 3" WIDE STRIPS AT NOT OVER 12" INTERVALS. ALL DUCT INSULATION SHALL BE CONTINUOUS THROUGH WALLS WITH OPENINGS SIZED FOR DUCT AND INSULATION TO PASS THROUGH. ALL JOINTS, PUNCTURES, AND MECHANICAL FASTENERS PENETRATING VAPOR BARRIERS SHALL BE SEALED WITH ALUMINUM FOIL TAPE AND ADHESIVE SEALANT. CONTROL DEVICES SHALL BE INSTALLED ON THE OUTSIDE SURFACE OF INSULATION EXCEPT DEVICES SUCH AS SMOKE DETECTORS. ALL RESULTING PENETRATIONS AND EDGES OF INSULATION SHALL BE SEALED AS SPECIFIED ABOVE TO MAINTAIN GOOD INSULATION VALUE AND VAPOR BARRIER. GLASSFAB AND MASTIC MAY BE USED TO SEAL VAPOR BARRIER IN LIEU OF ALUMINUM FOIL TAPE AND ADHESIVE SEALANT. 21. ALL STARTING COLLARS (SPIN -INS) SHALL BE EQUIPPED WITH FACTORY INSTALLED DAMPERS AND SCOOPS UNLESS AIRFLOW APPROACHING COLLAR IS IN THE SAME DIRECTION AS FLOW DOWN THE COLLAR BRANCH. 22. ROOF OPENINGS FOR HVAC UNITS, EXHAUST FANS AND WATER HEATER FLUES TO BE CUT BY THE HVAC CONTRACTOR. EXTREME CAUTION SHOULD BE EXERCISED TO AVOID DAMAGE TO STEEL OR WOODEN FRAMING MEMBERS. CURBS SHALL BE SECURED TO ROOF DECK WITH A MINIMUM OF 4 #10 SCREWS ON EACH SIDE OF CURB UNLESS OTHERWISE NOTED. 23• HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. 24. THE BACKS OF ALL PERFORATED SUPPLY DIFFUSERS SHALL BE INSULATED WITH 2" FOIL BACKED INSULATION NEATLY TAPED WITH FOIL TAPE AROUND FULL PERIMETER OF SUPPLY TO PREVENT SWEATING. MEANS, MATERIALS AND METHODS SHALL COMPLY WITH NOTE #20 ABOVE. 25. SEPARATE PERMITS AND DRAWINGS ARE REQUIRED FOR TYPE I HOOD INSTALLATION. NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY REQUIRED. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT t`I7r (`r1 r/-TVn\I ❑At FTI►V+ AWN /YAAI►ir/+TIA\I 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC DETAIL. 4• RTU "D" HAS NO OUTSIDE AIR INTAKE K. ���,,`�,\N•�CEN H,- NO. NO. PE00061254 •.. � STA '`� N A L 11/30/17 J JOB N0: 30233 FAN SCHEDULE AC UNIT N0. SERVICE CFM SP WG MOTOR HP RPM AIR CONDITIONING DIFFUSERS, STEEL JOISTS "A" COMBUSTION AIR REQUIREMENTS 1350 GRILLES AND REGISTERS 3/4 1550 ACCUREX - XRUD-141-VG FOR MECHANICAL ROOM: 114 "B" TOILET EXHAUST 50 iAUST DUCT (0.9) --- mw w 120V-10 LocAn -4vvca KOT-5 1. ALL FANS FURNISHED BY OWNER PERMIT 2. ALL ROOF CURBS FURNISHED BY OWNER. 75,100H/4,000 BTUH/SQ IN = 18.775 SQ IN. 35,840 13.0 65,000 52,000 530 i"0 EXHAUST PROVIDED: 1720 A FILTER RAG 24 x4X DROP-IN FACE RESTAURANT IUCT 29,697 13.0 (1) 12"x18" LOUVER WITHIN 12" AFF 52,000 44" RETURN GRILLE KGA-036-S2DS1Y 1120 .25 12x18x50% FREE AREA = 108 SQ. IN. 40,100 EGGCRATE B EXHAUST GRILLE 8"x8" RESTROOMS 71 ETAI L C. * (1) 12"X18" LOUVER AT TOP OF DOOR" 1720 C SUPPLY REGISTER "OFFICE 10"x6" VESTIBULE RESTROOMS m 29,315 13.0 105,000 1 12x18x5O% FREE AREA = 108 SQ. IN. 450 -C17216 w Q 3: cn v _c ox - x Cl 7216 D SINGLE DEFLECTION 24"x12" EMPLOYEE U O COMBUSTION AIR REQUIREMENTS EXCEEDED. Z FIXED SUPPLY GRILLE J SUPPORT AREA E DIRECTIONAL BLOW 4 -WAY S.A. GRILLE x4 DROP-IN FACE RESTAURANT F FILTER RAG 24"x24" COMMISSARY VENTILATION AIR REQUIREMENT HVAC ZONE ZONE FLOOR AREA OUD00R AIR PEOPLE OUTDOOR AIR ZONE POPULATION BREATHING ZONE ZONE AIR ZONE ZONE REMARKS UNIT DESCRIPTION AREA (SQ. FT.) RATE RATE ( OF OUTDOOR AIR DISTRIBUTION EFFECTIVENESS OUTDOOR AIR REQUIRED OUTDOOR AIR DESIGN Az (CFM/SQ.FT.) (CFM/PERSON) PEOPLE) FLAW (CFM) Ez (CFM) (CFM) Ra Rp PZ Vbz RTU-A,B,C DINNING 640 0.18 7.5 38 400 0.8 505 640 RTU-A,B,C KITCHEN 500 0.18 7.5 12 180 0.8 225 525 NOTE: MECHANICAL OUTSIDE AIR REQUIREMENT BASED ON IBC 2012. Vbz = Rp x Pz + Ra x Az OA REQ'D = Vbz / Ez NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY REQUIRED. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT t`I7r (`r1 r/-TVn\I ❑At FTI►V+ AWN /YAAI►ir/+TIA\I 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC DETAIL. 4• RTU "D" HAS NO OUTSIDE AIR INTAKE K. ���,,`�,\N•�CEN H,- NO. NO. PE00061254 •.. � STA '`� N A L 11/30/17 J JOB N0: 30233 FAN SCHEDULE AC UNIT N0. SERVICE CFM SP WG MOTOR HP RPM BASIS OF DESIGN AS NOTED BELOW UNE VOLTAGE DATA K.E.C. ITEM "A" EXHAUST ROOF 1350 0.675 3/4 1550 ACCUREX - XRUD-141-VG 120V-10 114 "B" TOILET EXHAUST 50 0.10 (0.9) --- NUTONE 696N 120V-10 112 KOT-5 1. ALL FANS FURNISHED BY OWNER PERMIT 2. ALL ROOF CURBS FURNISHED BY OWNER. - NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY REQUIRED. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT t`I7r (`r1 r/-TVn\I ❑At FTI►V+ AWN /YAAI►ir/+TIA\I 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC DETAIL. 4• RTU "D" HAS NO OUTSIDE AIR INTAKE K. ���,,`�,\N•�CEN H,- NO. NO. PE00061254 •.. � STA '`� N A L 11/30/17 J JOB N0: 30233 ROOFTOP AC UNIT SCHEDULE GAS HEAT MARK UNITI BASIS OF DESIGN LENNOX FAN DATA I I COOLING CAP BTUH 80'F 1' GAS HEAT DATA BTUH MINIMUM OUTSIDE AIR CFM SEER INPUT OUTPUT "A" KGA-060-S2DM1Y 1720 .50 1/2 52,100 29,697 13.0 65,000 52,000 450 "B" KGA-060-S2DS1Y 1990 .50 3/4 64,000 35,840 13.0 65,000 52,000 530 C. KGA-060-S2DS1Y 1720 .50 1/2 52,100 29,697 13.0 65,000 52,000 450 "D" KGA-036-S2DS1Y 1120 .25 1/2 40,100 22,456 13.0 65,000 1 52,000 0 C. * KGA-048-S2DM1Y 1720 .50 1/2 53,300 29,315 13.0 105,000 1 84,000 450 NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY REQUIRED. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT t`I7r (`r1 r/-TVn\I ❑At FTI►V+ AWN /YAAI►ir/+TIA\I 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC DETAIL. 4• RTU "D" HAS NO OUTSIDE AIR INTAKE K. ���,,`�,\N•�CEN H,- NO. NO. PE00061254 •.. � STA '`� N A L 11/30/17 J or 3 0 0 o � FL -al W 0 0 a� W QO 0) `0 1 O e ZN Q a W � o o^ 75 O 0 ZO J c aQ � 00 W >:Q JOB N0: 30233 C! 0 DATE: 111/30/1 •OU.r�+0v � m p scoXry Y �Oo,a)o( J cvcta- w J 0 0 3"V1r0, c- 0 v � O w Cc 00 (n `3 0 a» ^` W C L mm °',� " -vv Qc2 N o oOf W0, 00(D Z MU SOC _ t'yNN N C C'4 (>D O O0 va�mC4=3 L a C v- 0; gQAV3 0 OW �°aLLC c oa),� v 4-jHLOO ww v>L_20 10 N O aC } YOao� N v�j .O C �0MW roa CUCNy0 ; x.2:5 ct w rnol_'m E! 0) 0 0 co) rnQao v��o�0 c c ZV)Z .c v � c •+� 0 Q Li O -C17216 w Q 3: cn v _c ox - x Cl 7216 or 3 0 0 o � FL -al W 0 0 a� W QO 0) `0 1 O e ZN Q a W � o o^ 75 O 0 ZO J c aQ � 00 W >:Q CHECKED BY: KKH DRAWN BY: MRL MEGHANIGAL JOB N0: 30233 Y DATE: 111/30/1 � m p Y Cy w J (n � O w =w m \Q p w Z fr Oa �cif O = V) Q � � ww � w D 00o V g� z p w g� \ ZV)Z a 0 Q Li O O w Q 3: cn v w w cn Q Q > O co Cy U O = Z pr) V) J CHECKED BY: KKH DRAWN BY: MRL MEGHANIGAL JOB N0: 30233 SHEET M_ 1 OF -2Z- SHEETS DATE: 111/30/1 0) vi U V FAN "A" PROVIDED BY OWNER AND INSTALLED BY HVAC CONTRACTOR EXHAUST FAN SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FAN SHALL BE 3'-0" HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS ROOF CURB FURNISHED BY OWNER AND INSTALLED BY HVAC CONTRACTOR CUSTOM GREASE CUP, BY ATLANTA CUSTOM FABRICATORS INSTALLED ON LOW END OF ROOF (FIELD VERIFY) 2" DIA. GREASE DRAIN PROVIDED BY OWNER, INSTALLED BY HVAC CONTRACTOR. 1102 EXHAUST DUCT. 18 G STAINLESS STEEL SHEETMETAL OR 16 GAUGE CARBON STEEL SHEETMETAL DUCT VELOCITY = 2160 FPM GREASE LINE BEYOND — (SHOWN AS IS FOR CLARITY) HVAC EQUIPMENT 20 GAUGE SS ENCLOSURE UNIT 5A5E RAIL 1/2' x 2" LAG BOLT THROU6H FACTORY r_7A5KET HEATHER TIGHT 5E15MIG GLIP5 THROUGH R1661N6 FRAME ALL FOUR 51 IS GAUGE TIE DOWN 1/2' x 2" LA6 BOLT - 2 RESTRAINT PER 51M FACTORY GBG - GONFORMIN6 5EI5MI6 SHOWN ON DETAILS. 5RAGKET5 - TWO ON EACH 51DE MINIMUM TREATED WOOD NAILER GOUNTERFLA5HIN6 SECURED TO CURB ROOF I N6 CANT 5TRIP ROOF OUR ROOFING IN5ULATION NON-COMBUSTIBLE CEILING: ROOF IN50LATION FRAME OPENING WITH N 5TEEL GHANNEL PROOF DEGK 3/8" THROU6H BOLT, WA5HER5, EVERY 12' MINIMUM ON ALL FOUR 51DE5 U) ow v=a) C NOTE: o Z coo WHERE ROOFTOP UNIT5 ARE REQUIRED TO BE REPLACED OR RELOCATED, GOORDINATE ROOF OPENINGS WITH THE LANDLORD. ALL ROOF OPENING5 TO BE BY LANDLORD'S GONTRAGTOR AT THI5 GONTRAGTOR'S EXPEN5E. PROVIDE 516NED AND 5EALED DRAWINGS BY A 5TRUGTURAL ENGINEER A5 REGUIRED FOR ANY ADDITIONAL 5TEEL OR MODIFICATIONS TO EXI5TIN6 STEEL. OBTAIN LANDLORD AND BUILDING DEPARTMENT APPROVALS A5 &5#ARED. OUTER INSULATED ROOF MOUNTED EXHAU5T FAN TO BE ATTACHED 51MILAR TO ROOFTOP UNIT ROOF TOP UMFF QJR5 DETAIL_ 5GALE = N.T.5 JACKET FAN "A" PROVIDED BY OWNER AND INSTALLED BY HVAC CONTRACTOR EXHAUST FAN SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FAN SHALL BE 3'-0" HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS ROOF CURB FURNISHED BY OWNER AND INSTALLED BY HVAC CONTRACTOR CUSTOM GREASE CUP, BY ATLANTA CUSTOM FABRICATORS INSTALLED ON LOW END OF ROOF (FIELD VERIFY) 2" DIA. GREASE DRAIN PROVIDED BY OWNER, INSTALLED BY HVAC CONTRACTOR. 1102 EXHAUST DUCT. 18 G STAINLESS STEEL SHEETMETAL OR 16 GAUGE CARBON STEEL SHEETMETAL DUCT VELOCITY = 2160 FPM GREASE LINE BEYOND — (SHOWN AS IS FOR CLARITY) #16 GA S/S PLATE SHELF (FACTORY INSTALLED) g U.L. CLASSIFIED S/S BAFFLE TYPE GREASE FILTERS 6" HOOD to 23" OVERHANG 1; CUTTING BOARD -� 6A5KET WEATHER T16HT ALL FOUR 51DE5 -� 3/8" x 1-1/2' LA6 BOL - 2 PER 51DE TREATED WOOD NAILER 5ECA RED CURB ROOF CURB INSULATION FRAME OPENIN6 WITH 5TEEL CHANNEL 3/8' THROUGH BOLT, WA5HER5, EVERY 12' MINIMUM ON ALL FOUR 51DE5 NOTE: EXHAUST FAN TO BE ANCHORED TO ROOF CURB WITH LA6 5CREW5 OR METAL 5GREW5, EGUALLY 5PAGED (MIN. OF 8 REQUIRED) —HVAC, FAN — UNIT BASE RAIL 3/8" x 1-1/2" LA6 BOLT THROUGH FACTORY 5EI5MIG CLIP5 THROU6H R1661% FRAME 18 6AU6E TIE DOWN RE5TRAINT FACTORY GBG - CONFORMING 5EI5MIG BRAGKET5 - TWO ON EACH 51DE MINIMUM - COUNTERFLA5HIN6 ROOFIN6 CANT STRIP ,- ROOFING EXHAUST FAN CIF3 DEFAIL- 5GALE = N.T.5 ------------ -� �-r H I I I 1 I I I I I I I I I I I I I I I I I I I I I 'I• I NOTE: ADAPTER PLATE TO BE FABRICATED USING SAME MATERIALS, GAUGES AND METHODS AS USED FOR GREASE DUCT. CORNERS SHALL BE FILLED AND WELDED AND SHALL TURN DOWN 1" OVER CURB TO PREVENT ANY GREASE FROM BEING ALBE TO ENTER CEILING CAVITY BY RUNNING BETWEEN CURB AND DUCT. 8ADAPTER x Z PLATE z � o g� NON-COMBUSTIBLE STEEL JOIST ROUTE 2" GREASE DRAIN PIPE FROM EXHAUST FAN ABOVE CEILING TO LOCATION DROP SHOWN ON SHEET P-1. SLOPE PIPE 1/4" PER FOOT. SUPPORT DRAIN LINE DOWN ALONG WALL PROVIDE WALL SUPPORTS ABOVE CEILING, HALFWAY DOWN WALL AND AT BASE OF PIPE BEFORE IT TURNS 90 DEGREES TO THE HUB DRAIN. INTERIOR WALL FULLY WELDED 2'-6" DUCT CONNECTION WITH DUCT INSIDE DUCT COLLAR ON HOOD. 11x12 r 24" GAS i APPLIANCES I ------------------ I I I I 2' AIR GAP L -r — HUB DRAIN EXHAUST HOOD DETAIL/SECTION ROOF EXHAUST SCAT F 1"=1'—O" 11x12 EXHAUST DUCT COLLAR HOOD IS MODEL ACF: WH96, ETL LISTED. HOOD CONSTRUCTED OF 18 GAUGE STAINLESS STEEL SHEETMETAL GREASE TROUGH REMOVABLE S/S GREASE CUP 18 GA S/S END PANEL FACTORY INSTALLED) SLOPE I/8" PER FOOT FAN 1" CURB GREASE DUCT GENERAL NOTES: ALL SEAMS ON THE EXHAUST DUCTWORK FOR THE HOOD SHALL BE MADE LIQUID -TIGHT WITH A CONTINUOUS EXTERNAL WELD PROVIDE ACCESS PANELS AT ALL CHANGES IN DIRECTION OR MINIMUM 12'-0" ON CENTER. ACCESS PANELS TO HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500`F, SHALL BE GREASETIGHT AND MEET ALL NFPA-96 REQUIREMENTS. EXHAUST CFM FROM HOOD = 1200 MAKE-UP AIR FROM RTU'S = 1430 CFM (SEE AIR BALANCE SCHEDULE SHEET M-1). THE DISTANCE BETWEEN THE COOKING SURFACE & FILTERS SHALL BE TWO FT THERE SHALL BE NO COMBUSTIBLE MATERIAL LOCATED WITHIN 18" OF GREASE DUCT OR EXHAUST HOOD. ANY CONDUIT WITHIN 18" OF HOOD SHALL BE PROTECTED BY A NONCOMBUSTIBLE, 1 HOUR FIRE RATED CONSTRUCTION. IMPORTANT NOTE: HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. LEGEND 12 STEAM TABLE (19 15/16" DEEP) 123 36" FLAT GRILL (28" DEEP) 14 EGG SHELL PAN 124 24" FLAT GRILL (28" DEEP) 15 TWO -EYE BURNER (18 1/2" DEEP) 17 OMELET MIXER 22 CHEF'S STATION NOTE: REFER TO KITCHEN SHEETS FOR ADDITIONAL INFORMATION. CONNECTION NOTES 20 GAUGE SS ENCLOSURE FURNISHED AND INSTALLED Of m BY HVAC CONTRACTOR p (SEE NOTES ABOVE) X SHOWN ON DETAILS. J +3ya�a- c Ca L.I J X0300 " NON-COMBUSTIBLE CEILING: LAY -IN METAL CEILING GRID N W/ LAY -IN METAL CEILING TILES. #16 GA S/S PLATE SHELF (FACTORY INSTALLED) g U.L. CLASSIFIED S/S BAFFLE TYPE GREASE FILTERS 6" HOOD to 23" OVERHANG 1; CUTTING BOARD -� 6A5KET WEATHER T16HT ALL FOUR 51DE5 -� 3/8" x 1-1/2' LA6 BOL - 2 PER 51DE TREATED WOOD NAILER 5ECA RED CURB ROOF CURB INSULATION FRAME OPENIN6 WITH 5TEEL CHANNEL 3/8' THROUGH BOLT, WA5HER5, EVERY 12' MINIMUM ON ALL FOUR 51DE5 NOTE: EXHAUST FAN TO BE ANCHORED TO ROOF CURB WITH LA6 5CREW5 OR METAL 5GREW5, EGUALLY 5PAGED (MIN. OF 8 REQUIRED) —HVAC, FAN — UNIT BASE RAIL 3/8" x 1-1/2" LA6 BOLT THROUGH FACTORY 5EI5MIG CLIP5 THROU6H R1661% FRAME 18 6AU6E TIE DOWN RE5TRAINT FACTORY GBG - CONFORMING 5EI5MIG BRAGKET5 - TWO ON EACH 51DE MINIMUM - COUNTERFLA5HIN6 ROOFIN6 CANT STRIP ,- ROOFING EXHAUST FAN CIF3 DEFAIL- 5GALE = N.T.5 ------------ -� �-r H I I I 1 I I I I I I I I I I I I I I I I I I I I I 'I• I NOTE: ADAPTER PLATE TO BE FABRICATED USING SAME MATERIALS, GAUGES AND METHODS AS USED FOR GREASE DUCT. CORNERS SHALL BE FILLED AND WELDED AND SHALL TURN DOWN 1" OVER CURB TO PREVENT ANY GREASE FROM BEING ALBE TO ENTER CEILING CAVITY BY RUNNING BETWEEN CURB AND DUCT. 8ADAPTER x Z PLATE z � o g� NON-COMBUSTIBLE STEEL JOIST ROUTE 2" GREASE DRAIN PIPE FROM EXHAUST FAN ABOVE CEILING TO LOCATION DROP SHOWN ON SHEET P-1. SLOPE PIPE 1/4" PER FOOT. SUPPORT DRAIN LINE DOWN ALONG WALL PROVIDE WALL SUPPORTS ABOVE CEILING, HALFWAY DOWN WALL AND AT BASE OF PIPE BEFORE IT TURNS 90 DEGREES TO THE HUB DRAIN. INTERIOR WALL FULLY WELDED 2'-6" DUCT CONNECTION WITH DUCT INSIDE DUCT COLLAR ON HOOD. 11x12 r 24" GAS i APPLIANCES I ------------------ I I I I 2' AIR GAP L -r — HUB DRAIN EXHAUST HOOD DETAIL/SECTION ROOF EXHAUST SCAT F 1"=1'—O" 11x12 EXHAUST DUCT COLLAR HOOD IS MODEL ACF: WH96, ETL LISTED. HOOD CONSTRUCTED OF 18 GAUGE STAINLESS STEEL SHEETMETAL GREASE TROUGH REMOVABLE S/S GREASE CUP 18 GA S/S END PANEL FACTORY INSTALLED) SLOPE I/8" PER FOOT FAN 1" CURB GREASE DUCT GENERAL NOTES: ALL SEAMS ON THE EXHAUST DUCTWORK FOR THE HOOD SHALL BE MADE LIQUID -TIGHT WITH A CONTINUOUS EXTERNAL WELD PROVIDE ACCESS PANELS AT ALL CHANGES IN DIRECTION OR MINIMUM 12'-0" ON CENTER. ACCESS PANELS TO HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500`F, SHALL BE GREASETIGHT AND MEET ALL NFPA-96 REQUIREMENTS. EXHAUST CFM FROM HOOD = 1200 MAKE-UP AIR FROM RTU'S = 1430 CFM (SEE AIR BALANCE SCHEDULE SHEET M-1). THE DISTANCE BETWEEN THE COOKING SURFACE & FILTERS SHALL BE TWO FT THERE SHALL BE NO COMBUSTIBLE MATERIAL LOCATED WITHIN 18" OF GREASE DUCT OR EXHAUST HOOD. ANY CONDUIT WITHIN 18" OF HOOD SHALL BE PROTECTED BY A NONCOMBUSTIBLE, 1 HOUR FIRE RATED CONSTRUCTION. IMPORTANT NOTE: HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. LEGEND 12 STEAM TABLE (19 15/16" DEEP) 123 36" FLAT GRILL (28" DEEP) 14 EGG SHELL PAN 124 24" FLAT GRILL (28" DEEP) 15 TWO -EYE BURNER (18 1/2" DEEP) 17 OMELET MIXER 22 CHEF'S STATION NOTE: REFER TO KITCHEN SHEETS FOR ADDITIONAL INFORMATION. EXHAUST HOOD DETAIL ELEVATION SCALE: 1"=l' -O" NOTE: CEILING GRID AND TILES ARE METAL AND THERFORE NON-COMBUSTIBLE FIN. CEILING LINE IN RESTAURANT NON-COMBUSTIBLE CEILING: LAY -IN METAL CEILING GRID W/ LAY -IN METAL CEILING TILES. PERMIT ## P 1- ,,7 7 L \,\ CENSE * NO. PE00061254 STA � / C N AL ,ill,/1111111,,` 11/30/17 CONNECTION NOTES AND DETAILS FOR FLEXIBLE DUCT 1) ALL CONNECTIONS USING FLEX DUCT SHALL BE MADE PER THE DETAILS BELOW. SPIN -IN Of m STARTING COLLARS SHALL HAVE BEADED ENDS TO COMPLY. INSTALL BEADED EXTENSION p COLLARS ON PERFORATED SUPPLY DIFFUSERS TO ALLOW FOR CONNECTION OF FLEX DUCT AS Y SHOWN ON DETAILS. J +3ya�a- c FLEX DUCT CONNECTION TO DIFFUSER L.I J X0300 AND SHEETMETAL PLENUM COLLARS CL;- 0 Nw 0 C � O m 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR 1. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER AND PLACE A METAL DRAWBAND OVER THE OUTER INSULATED U) ow v=a) C LINER OVER SHEETMETAL COLLAR. (PAST BEAD) o Z coo JACKET BELOW THE SHEETMETAL COLLAR BEAD. ^C) W SHEETMERL OUTER INSULATED JACKET SHEETMETAL OUTER INSULATED COLLAR �0U. c 4) 4- BOOT COLLAR JACKET U) 'Fa 0 0-'cN INNER DUCT LINER YO.� 0Mc 'OxC INNER DUCT LINER SUPPLY DIFFUSER •fO 3Orc= +0' SUPPLY DIFFUSER o OR PLENUM BEAD rnQ�a OR PLENUM BEAD w Z ip Ld L Of � METAL DRAWBAND 2. TAPE INNER -LINER TO SHEETMETAL COLLAR WITH SMACNA H o C17216 U OJ DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND to SHEET METAL COLLAR TWO FULL TURNS. CHECKED 4. CUT EXCESS METAL DRAWBAND OFF SHEETMETAL OUTER INSULATED KKH SHEETMETAL OUTER INSULATED COLLAR JACKET COLLAR JACKET FINALLY TAPE A STRIP OF FOIL BACKED INSULATION INNER DUCT LINER OVER DRAWBAND WHERE INNER DUCT LINER SUPPLY DIFFUSER INSULATION IS COMPRESSED OR PLENUM BY DRAWBAND TO PREVENT BEAD BEAD POSSIBLE CONDENSATION DUCT TAPE METAL DRAWBAND SUPPLY DIFFUSER OR PLENUM EXHAUST HOOD DETAIL ELEVATION SCALE: 1"=l' -O" NOTE: CEILING GRID AND TILES ARE METAL AND THERFORE NON-COMBUSTIBLE FIN. CEILING LINE IN RESTAURANT NON-COMBUSTIBLE CEILING: LAY -IN METAL CEILING GRID W/ LAY -IN METAL CEILING TILES. PERMIT ## P 1- ,,7 7 L \,\ CENSE * NO. PE00061254 STA � / C N AL ,ill,/1111111,,` 11/30/17 DRAWN BY: MRL rAnnn""""— MEGHANIGAL JOB N0: SHEET 30233 M-2 EE:OF _270/1 SHEETS T s T l is c c � N-+0, Of m p LcOXL v Y NOOO` J +3ya�a- c _ L.I J X0300 U CL;- 0 Nw 0 C � O m c3,L3aiai r O o U) ow v=a) C Q o Z coo TO ^C) W N C� co 0 � ++ — 0— ac v3 Oc W �0U. c 4) 4- LL U) 'Fa 0 0-'cN C�d YO.� 0Mc 'OxC NO� O Q U •fO 3Orc= +0' �U o Do- Z rnQ�a 0 C c w Z 0,0 O O w L C +w Ld L Of � 0 0 a 9)+t.3Q W H o C17216 U OJ :2V) DRAWN BY: MRL rAnnn""""— MEGHANIGAL JOB N0: SHEET 30233 M-2 EE:OF _270/1 SHEETS T s T l is Y_ Of m p Y j U, L.I J = w O m Q Z Of O Q 0f W �O LL C�d V) 00 Y 0 g Q U �, r- Ld o Z HZ w Z _ Ld L Of � Q W V) U OJ :2V) to CHECKED BY: KKH DRAWN BY: MRL rAnnn""""— MEGHANIGAL JOB N0: SHEET 30233 M-2 EE:OF _270/1 SHEETS T s T l is THE OWNER WILL FURNISH THE FOLLOWING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION AND CONNECTION 1. PANEL 'P2' COMPLETE WITH BREAKERS AND TRIM. 2. PANEL 'P1' COMPLETE WITH BREAKERS AND TRIM 3. ALL LIGHTING FIXTURES(INCLUDING LAMPS) UNLESS NOTED OTHERWISE. 4. ENGRAVED NAMEPLATES FOR ALL PANELS AND SWITCHES. 5. RAINTIGHT (NEMA 3R) DISCONNECT SWITCHES FOR RTU UNITS, WALK-IN FREEZER, WALK-IN COOLER AND HIGH RISE SIGN. 6. SITE LIGHT POLES AND ANCHOR BOLTS. 7. (2) PHOTOCELLS 8. CONTACTORS WITH ENCLOSURES. 9. RESTAURANT EQUIPMENT PACKAGE. 10. SIGNAGE PACKAGE AND INSTALLATION OF SIGNAGE, UNLESS NOTED OTHERWISE. NOTE: 1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS NOT SPECIFICALLY NOTED ABOVE WITH THE REQUIRED LABOR, PERMITS, ETC. REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. 2.” COORDINATE ALL CONDUIT RUNS IN CEILING CAVITY WITH OTHER TRADES TO AVOID CONFLICTS WITH DUCTWORK, ETC. ROOF DECK (*)1/4" ALL THREAD ROD STEEL OCTAGON EXTENSION BOX (INSTALL AFTER CEILING TILE INSTALLED) ESCUTCHEON TYPE "A" LIGHT FIXTURE NOTE: IN LIEU*OF ITEMS SO INDICATED PROVIDE CADDY #512HD T -GRID BOX HANGER ACROSS CEILING GRID. PROVIDE TIE -WIRE SUPPORT AT BOX TO STRUCTURE ABOVE. ALL CCTV ITEMS TO BE PROVIDED AND INSTALLED AS FOLLOWS: PROVIDED AND INSTALLED BY ELECTRICIAN: PROVIDED AND INSTALLED BY CCTV CONTRACTOR: PROVIDED BY LES, INSTALLED BY ELECTRICIAN: 20A DUPLEX RECEPTACLE CCTV CAMERAS CAT -5 CABLE ALL CONDUIT CCN MONITOR SIAMESE CABLE: RG -59 W/ PULL BOX CCN EQUIPMENT IN COMMISSARY 18-2 POWER WIRE (FOR TELEPHONE JACK CEILING GROMMET (® MONITOR) CAMERAS & MONITOR***) BY BY TWIST -LOCK RECEPTACLE D 2 -LED 20A BREAKER IN PANEL o_ m LOCK -OFF DEVICE FOR BREAKER ***ONLY USE RG -59 PORTION OF SIAMESE CABLE FOR MONITOR ROUGH -IN CADDY 4 -TI -B ANGLE BRACKET SCREWED TO ROOF DE(*) 1/2" EMT CONDUIT OR 3/8" TYPE AC OR MC CABLE TO NEXT FIXTURE (TYPICAL) SUPPORT PER N.E.C. �2� 1/4" LOCKNUTS, 1 INSIDE, (1) OUTSIDE Bo*) STEEL OCTAGON LIGHT BOX INSTALL BOX AND EXTENSION RING DOWN TO FINISHED CEILING LSUSPENDED GRID CEILING SYSTEM TYPE "A" FIXTURE INSTALLATION DETA. SCALE: NO SCALE E L E C T R I C A L S Y M B O L S - FLUORESCENT FIXTURE AND OUTLET, RECESSED IN CEILING. - CEILING OR PENDANT MOUNTED LIGHTING FIXTURE AND OUTLET - DUPLEX GROUNDING TYPE RECEPTACLE, FLUSH MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED; HUBBELL #5252, OR EQUAL - DUPLEX GROUNDING TYPE RECEPTACLE, FLUSH MOUNTED ABOVE COUNTERTOP, AT HEIGHT INDICATED; HUBBELL# 5252, OR EQUAL -TWO (2) DUPLEX GROUNDING TYPE RECEPTACLES, UNDER COMMON PLATE, 18" A.F.F. UNLESS OTHERWISE NOTED, HUBBELL #5252, OR EQUAL D- TELEPHONE OUTLET FLUSH MOUNTED AT HEIGHT INDICATED WITH RJ45 JACK. O-1 - OUTLET BOX USED AS JUNCTION BOX, FLUSH IN WALL AT HEIGHT INDICATED. PHOTOELECTRIC SWITCH ON ROOF, TO OPERATE CONTACTOR. SEE RISER El - DIAGRAM AND DETAILS. OM - MOTOR, SIZE AS NOTED, WITH TERMINAL CONNECTION. M - SAFETY SWITCH, SIZE AS NOTED. RT - DENOTES RAINTIGHT ENCLOSURE, NEMP2-3R. Sa - SINGLE POLE SWITCH, FLUSH AT 4'-0" A.F.F., HUBBELL #1221, OR EQUAL. LOWER CASE LETTER SUBSCRIPT (a, b, c, d) DENOTES CONTROL OF LIGHTING FIXTURE(S) WITH CORRESPONDING DESIGNATION SM - TOGGLE SWITCH, MOTOR RATED, WITH OVERLOADS, SPST, 20A - PANEL, (SEE PANEL SCHEDULE). �- - SINGLE GROUNDING TYPE RECEPTACLE, TYPE AS NOTED. FLOOR SCALE: 1/4 - LIGHTING NOTE: REFER TO ARCHITECTURAL REFLECTED CEILING PLAN ON SHEET P2-2 FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. - WIRING IN EMT CONCEALED ABOVE FINISHED CEILING OR IN WALL. WIRING IN RIGID STEEL OR RIGID PVC CONDUIT CONCEALED UNDER FLOOR, OR UNDERGROUND BRANCH CIRCUIT HOMERUN TO PANEL INDICATED. FLEXIBLE CONDUIT - SERVICE MAST AND 4 -HOLE WEATHERHEAD ON ROOF CLEARANCE 12'-0" MIN. - HAND DRYER CONNECTION BOX, 120V., 10, BY OWNER. LOCATE BOX FLUSH IN WALL, AT HEIGHT INDICATED JO - JUNCTION BOX, ABOVE CEILING. - DUPLEX GROUNDING TYPE RECEPTACLE, WITH ISOLATED GROUND, HUBBELL# 5262 -IG, OR EQUAL D - COMBINATION EXIT SIGN FIXTURE AND EMERGENCY EGRESS LIGHT, CEILING MOUNTED. - INDICATES SEPARATE GROUND CONDUCTOR. -TWO (2) DUPLEX GROUNDING TYPE RECEPTACLES, WITH ISOLATED IG GROUND, UNDER COMMON PLATE, FLUSH MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED; HUBBELL #5262 -IG, OR EQUAL O - THERMOSTAT; (BY OTHERS). AFF - ABOVE FINISHED FLOOR GFI - GROUND FAULT INTERRUPTER WP - DENOTES WEATHERPROOF TO EXHAUST N ROOF. SEE -OR LOCATION LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER/CAT. NO. LAMPS FIXTURE LOAD DESCRIPTION/REMARKS INSTALLED FURNISHED WATTS AMPS w a cy W BY BY D 2 -LED J o_ m w A TERON LIGHTING 1100 LUMEN EA. 14 0.06 SPECIAL SHATTERPROOF GLOBE WITH CHROME TRIM, 2700K. E.C. OWNER B COLUMBIA LIGHTING 2 -LED 41 0.20 2'X4' LAY -IN LED WITH ACRYLIC PRISMATIC DIFFUSER E.C. OWNER LJT24-35LWG 4133 LUMEN EA. Z (% D AND 6' FLEX J C COLUMBIA LIGHTING 2-LEDSAME 41 0.20 AS TYPE "B", WITH DRY WALL FRAMING KIT E.C. OWNER ui Q LJT24-35LWG 4133 LUMEN EA. Q n � J D COLUMBIA LIGHTING 2-LEDSAME 52 0.26 AS TYPE "B" EXCEPT MEDIUM LUMEN. E.C. OWNER BY: LJT24-35MLG 5057 LUMEN EA. F LUMILITE 100W/INC 100 0.83 EXTERIOR GOOSENECK INCANDESCENT LIGHT FIXTURE E.C. OWNER AR 14101-12 O/B K WALL MOUNTED 1-60W IF INCANDESCENT -PORCELAIN SOCKET LAMP HOLDER(KEYLESS TYPE) J KEYLESS#LHIP or 60 0.5 CONTRACTOR SHALL PROVIDE HEAT LAMP FOR FIXTURE IN AREAS E.C. OWNER HEAT LAMP WHERE THE TEMPERATURE REGULARLY FALLS BELOW 32'F. L "LOW -PROFILE" EXTERIOR HO -T12 CW 18/FT 14.5 FURNISHED AND INSTALLED BY SIGN VENDOR ON STORES FLUORESCENT LIGHT FIXTURE (60') WITH REVERSE SLOPE FASCIA ONLY SIGNAGE CONTRACTOR SIGNAGE CONTRACTOR M TERON LIGHTING 1-13 WATT 17 0.14 FLUORESCENT WALL -PACK, MOUNTED 1'-0" ABOVE REAR E.C. OWNER #CA113Q QUAD PL DOOR SEE SHEET E-3 (ROOF PLAN) FOR LOCATION. N SURE-LITES LED (EXIT) 4 V 12 0.1 COMBINATION LED EXIT AND EMERGENCY OWNER #LPXH70RWHDH AR 36 PAR 36 LIGHTING UNIT - CEILING MOUNTED, SINGLE FACE E.C. (EM 120V SUPPLY, EMERGENCY BATTERY PACK, RED LETTERS. E.C. = ELECTRICAL CONTRACTOR G.C. = GENERAL CONTRACTOR LIGHTING FIXTURE NOTES: 1. ALL DIFFUSERS FOR ALL LAY -IN TYPE FLUORESCENT LIGHTING FIXTURES SHALL BE INSTALLED WITH THE SMOOTH SIDE DOWN. 2. ALL LIGHTING FIXTURES, EXCEPT FIXTURE TYPE 'J' IN MECHANICAL ROOM, SHALL BE FURNISHED WITH ACRYLIC LAMP GUARDS. PERMIT # j p. z 2.Z.._ „,,% SI A.1 IKAtoc',,,, \,\ CENSE' . 'y�< NO. PE00064138' -o ' p STATES OF CONAL `'" 11/30/17 c 70 .ccOX=a J �0Imo00T ° co 00 +' —0 �0-0 O�0c 0 0� 0_c_._ (n �3avia» c L 0 y Fn Q 0 ° '6 0 E' 0 00 -a>°� _ W Z c�E NE y ++ o °i t a 7 +1 v o�X- 2>I IS OW (�LL0 c o; -v c rLo 6 v 0 0 °-v }� C YOma fAy0d{' N >0 Cc c_—c0Go O N U mN m 3 x �To9 v0— o a- 8 rn Q° v cmi -0 tv�c OOav+=>, L� OLLc F- am +• 3 Q C17216 >- > _j M r of Milli Hill 07 (If M Z O (� w a cy W (n D z g J o_ m w \ Q >- 0 C) ZQQof N 3 0 00 z W ® L M Q oul V 20 W Z rn �a F N ai p - Li. W ` o Q � o� a O U � a to 11;K V rn C LO tz DRAWN BY: MRL ELECTRICAL JOB NO: 30233 DATE: 11/30/1 SHEET E-1 OF _27 SHEETS I is Y_ (If M p cy w J (n D J = w m \ Q >- 0 ZQQof = O U (/) c- :2O LL_ Ld Z (% D Y go J �� \ Z (% Z 0 V) p ui Q Q Q n � J O J jr6 CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL JOB NO: 30233 DATE: 11/30/1 SHEET E-1 OF _27 SHEETS I is KITCHEN EQUIPMENT SCHEDULE TAG ITEM 07 Z CONN. REMARKS w _O � HP KW A VOLT. TYPE � 4-j�Cca- > 0 0 3:4., _ C1 N�oU U FROM WALL JUNCTION BOX MAKE FINAL a> s D D � CONNECTION AS INDICATED TO OWNER 2 O COFFEE MAKER y 0N =� O0 °c 3.2 15.5 120/ CORD & SUPPLIED RECEPTACLE FLUSH IN ++ - Oj-a (2 UNITS) co-1� �0 oLU 208V,10 PLUG BACKBAR (39" A.F.F.). INSTALL OWNER azo o. 0>0� o a� t5 '2 rn� N C } oM� toN9 SUPPLIED PLUG AND CORD. ^^0 0) >60 L- 1..1� U z O -0007L'00 0) Z O NOTE: NEUTRAL REQUIRED. a� +� 0 0 j V)Q Q U 3:: V) H a0f� 3Q PROVIDE DUPLEX RECEPTACLE, SURFACE MOUNTED O COKE DISPENSER 0- w 1.5 115V. CORD & ON WALL UNDER BACKBAR. CONNECT TO WALL CHECKED BY: JAK PLUG MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. DRAWN BY: MRL (EACH) BOTH PIECES OF EQUIPMENT ARE ON THE SAME 5A CARBONATOR 7.0 115V. CIRCUIT. 70 NOT USED - - - - - - FROM WALL JUNCTION BOX MAKE FINAL CONNECTION AS INDICATED TO OWNER 12 COUNTERTOP WARMER 1.2 10.0 120V. CORD & SUPPLIED RECEPTACLE FLUSH IN BACKBAR. (3 UNITS) PLUG REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: COUNTERTOP WARMER UNDER HOOD AND THE OMELET MIXER ARE ON THE SAME CIRCUIT. FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER 17 OMELET MIXER 0,1 0.8 120V. CORD & SUPPLIED RECEPTACLE FLUSH IN PLUG BACKBAR (26" A.F.F.). REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: OMELET MIXER AND COUNTERTOP WARMER UNDER HOOD ARE ON THE SAME CIRCUIT. FROM JUNCTION BOX (6" A.F.F.) MAKE FINAL 19 DISHWASHER 24.0 120V. SOLID CONNECTION WITH 'SEAL-TITE' CONDUIT. 20 BOOSTER HEATER 6.0 208V,10 SOLID FROM JUNCTION BOX (6" A.F.F.) MAKE FINAL 'SEAL-TITE' CONNECTION WITH CONDUIT. 21 SAADWICH UNIT 15.0 115V. CORD & PROVIDE HUBBELL #2310 RECEPTACLE, SURFACE PLUG MOUNTED ON WALL UNDER BACKBAR. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER TOASTERCORD 2.2 18.3 120V. &SUPPLIED I ( 3 UNITS) PLUG BACKBAR (39"EATF.F.)E REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. 25 REFRIGERATOR 12.0 115V. PROVIDE HUBBELL #2310 RECEPTACLE, FLUSH MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER 26 WAFFLE BAKER 1.8 15.0 120V. CORD & SUPPLIED RECEPTACLE FLUSH IN ( 3 UNITS) PLUG BACKBAR (31" A.F.F.). REMOVE EQUIPMENT PLUG SHORTEN CORD TO 29" AND INSTALL OWNER SUPPLIED PLUG. 27 REFRIGERATOR 12.0 115V. CORD & PROVIDE HUBBELL 2310 RECEPTACLE, FLUSH PLUG MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. REFRIGERATOR CORD & PROVIDE HUBBELL #2310 RECEPTACLE, FLUSH 28 12.0 115V. PLUG MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. 47 COFFEE WARMER 0.2 1.66 120V. CORD & HUBBELL #5252 OR EQUAL DUPLEX PLUG RECEPTACLE 18" A.F.F. 4© MUSIC MACHINE 0.6 5.5 120V. CORD & HUBBELL #5252 OR EQUAL DUPLEX PLUG RECEPTACLE 18" A.F.F. MOUNT RECEPTACLES UNDER A COMMON QUAD PLATE. CORD & TURN Ur -T= A.F.F. AND INSTALL 2#12 1#12 (IG) -1/2"C. IN FLEXIBLE SEALTITE TO 5j ASH REGISTER 0.4 120V. PLUG SURFACE MOUNTED ISOLATED GROUND RECEPTACLE MOUNTED UNDER TOP SHELF OF CASH REGISTER STAND. SEAL AROUND CONDUIT PENETRATION IN BOTTOM OF CASH REGISTER STAND. 52 FAN CONTROL FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER SWITCH FURNISHED SPST SWITCH (HUBBELL#1221 OR EQUAL) IN BACKBAR (39" A.F.F.). COVER PLATE SHALL BE PAINTED RED. FROM WALL JUNCTION BOX (74" A.F.F.) MAKE 65 ICE MACHINE SOLID FINAL FLEXIBLE 'SEAL-TITE' CONNECTION LEAVE 13.0 115V. SLACK 'SEAL TITE' TO ALLOW MACHINE TO BE SLID OUT FOR CLEANING AND SERVICING 4® JUICE MACHINE 3.0 CORD & FROM JUNCTION BOX ON WALL, MAKE FINAL CONNECTION TO OWNER SUPPLIED DUPLEX 115V• PLUG RECEPTACLE FLUSH IN BACK BAR (39" A.F.F.). REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: JUICE MACHINE IS ON THE SAME CIRCUIT AS THE ADJACENT COFFEE GRINDER. TO RECEPTACLES FOR MICROSWITCH, 15A, SPDT, r-, COUNTERTOP WARMER (#12) IN FIRE SUPPRESSION &OMELET MIXER (#17) SYSTEM CABINET - REWHITE D _ JUNCTION BOX BLACK � CKT. P2-27 (TO PANEL) WIRING DIAGRAM - EQUIPMENT SHUT -DOWN p'-9 NOTES (APPLY TO 1/E-2 UNLESS NOTED OTHERWISE) O STUB CONDUIT THROUGH BOTTOM OF CASH REGISTER STAND AND EXTEND USING 'SEAL-TITE' TO 2" X 4" BOX SURFACE MOUNTED TO RECEIVE ISOLATED GROUND RECEPTACLE FOR CASH REGISTER. SEAL AROUND CONDUIT WHERE IT PENETRATES BOTTOM OF CASH REGISTER STAND O STUB CONDUIT THROUGH BOTTOM OF CASH REGISTER STAND AND EXTEND USING 'SEAL-TITE' TO 2" X 4" SURFACE MOUNTED BOX TO RECEIVE TELEPHONE JACK. SEAL AROUND CONDUIT WHERE IT PENETRATES BOTTOM OF CASH REGISTER STAND 30 CONDUIT STUB -UPS UNDER DISH AREA SHALL BE RIGID METAL CONDUIT TO THE BOTTOM OF THE CONCRETE SLAB TO PREVENT DAMAGE FROM MOPPING ETC. RIGID METAL CONDUIT STUB -UPS SHALL BE PROVIDED WITH APPROVED GROUND PATH. 40 2" X 4" FLUSH MOUNTED JUNCTION BOX MOUNTED 18" A.F.F. TO ACCEPT COVER PLATE PROVIDED BY MUSIC SYSTEM SUPPLIER. (PRIMARY LOCATION OF MUSIC MACHINE.) EXTEND 1/2"C. (FOR SPEAKER WIRING) UNDER SLAB TO JUNCTION BOX AT SECONDARY LOCATION. O NOT USED. O NOT USED. �7 NOT USED. 80 PROVIDE JUNCTION BOX FOR INTERFACE WITH HOOD FIRE SUPPRESSION SYSTEM. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN (CONTROL BOX AND SYSTEM BY OTHERS). SEE 6/E-2. 90 NOT USED. 1p ALL RECEPTACLES IN THIS AREA SHALL BE FLUSH MOUNTED IN MASONRY WALL AND SUPPLIED VIA CONCEALED CONDUIT. 11 INSTALL OWNER FURNISHED DUPLEX RECEPTACLE WITH COMBINATION 15A, 125V, TWISTLOCK CONFIGURATION AND 15A, 125V PARALLEL BLADE, HUBBELL #4792, OR EQUAL, FLUSH IN WALL 42" A.F.F__ 12 INSTALL OWNER FURNISHED NEMA L5 -20R SINGLE RECEPTACLE, HUBBELL #2310, OR EQUAL, FLUSH IN WALL 42" A.F.F. 13 INSTALL OWNER FURNISHED NEMA L5 -15R SINGLE RECEPTACLE, HUBBELL #4710, OR EQUAL, FLUSH IN WALL 42" A.F.F. 14 20A 120V, DUPLEX RECEPTACLE AT CEILING FOR CLOSED-CIRCUIT TV MONITOR. USE CLOSEST LIGHTING CIRCUIT. 15 SINGLE TWIST -LOCK RECEPTACLE. 15A 120V *(DEDICATED CIRCUIT). PROVIDE 2" PVC CONDUIT IN THE WALL NEXT TO THE CIRCUIT RUNNING UP TO THE PLENUM. NOTE REFER TO SHEET K-4 FOR DIMENSIONED LOCATION OF SLAB STUB -UPS, TO DETERMINE EXACT ROUGH -IN LOCATIONS. ® DESIGNATES EQUIPMENT RECEPTACLE (SINGLE) (TYP) ® DESIGNATES EQUIPMENT RECEPTACLE (DUPLEX) (TYP) 0 DESIGNATES EQUIPMENT SWITCH (TYP) NOTE: OUTLET BOXES IN THIS DETAIL ARE FACTORY INSTALLED IN INO BACKBAR EXCEPT: 1) OUTLET BOXES FOR 5 AND 21 WHICH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AND MOUNTED UNDER BACKBAR COUNTER AT LOCATIONS SHOWN AND ACCESSED THROUGH DRY STORAGE DOORS. 2) OUTLET BOXES FOR2® , © AND0 WHICH SHALL BE PROVIDED BY BY ELECTRICAL CONTRACTOR AND MOUNTED RECESSED IN BACKBAR FRAMING AT LOCATIONS SHOWN. RECEPTACLES, SWITCH, & COVERS FOR BACKBAR FACTORY MOUNTED OUTLET BOXES ARE FURNISHED BY OWNER & INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ALL OTHER OUTLET BOXES, RECEPTACLES, & COVERS IN THIS DETAIL SHALL BE FURNISHED, INSTALLED & WIRED BY ELECTRICAL CONTRACTOR. SEE NOTES & DETAILS ON THIS SHEET & SHEET K-4 FOR MORE DETAILS & INFORMATION. WP/GFI 18' AFF OVERHEAD SERVICE CABLE BY UTILITY COMPANY 4 -HOLE WEATHERHEAD,- SIZE AS REQUIRED. II SHEET- E-3 MECH. I rL-LLI I 0 u 65 A.F.F. 1 PANEL 'P2' I REAR P2-9 PANEL 'P1' SUPPORT TO RECEPTACLE IN AREA P2-23 ° OFFICE. SEE OFFICE 78" AFF FOR THIS SHEET. TV & VCR O 12 P1-8 P1- - P1-41* 11 2r, P -25 0&(SFOR-11 MANA R 27 5A 5 S 17 CLO E 2 MISSAR 27 12 12 2 149(2) FOR 12 E -\ 25 J Eu IN O 5A52 FO 25 - P 17 & 12 FOR P2-32 P2-16,18,20 P2-11,27 P2-7 P1-1 P2-4,24 14 P2 \ P2-13,1 ,26 a26_, (3) 26 24 (3) TO EXHAUST FAN, SEE 1/E-3 5A &O FOR P2-10,28 P1-5FOR CONTINUATION AND COORDINATE 14 21WITH KEC AND HVAC CONTRACTORS. 14 2 21 FOR 51 P2-12 2-30 19 P1-9 20 0 P2-37 3/4" CONDUIT UNDER SLAB W/CAT-5 0201 CABLE. CONDUIT TO GO FROM MECH 0 02 RM TO COMMISSARY TO OFFICE AND THEN TO THE CASH STAND. 1 3 51 OPTIONAL PART P2-6 PART P2- 4 VESTIBULE m 11 1 11 47 4 FOR FURTHER REQUIREMENTS AND SPECIFICATIONS, SEE NOTE NUMBER SPECIFIED BY THIS nSYMBOL. EMPLOYEE TIME CLOCK PHONE LIGHT SWITCH 4T 60" A.F.F. RECEPTACLE-44TRECEPTACLE- Lo ECEPTACLE � 1 MANAGERS CLOSET PLAN E-2 SCALE:NONE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR D.O.L. SYSTEM WITH SUPPLIER PRIOR TO ROUGH -IN. 81 7/ A.F.F. N Lo Lo ONE WAY WINDOW DOOR SIDE(FROM INSIDE) rT MANAGERS E-2 I SCALE:3/8 =1 -0 3 DMjr\ DMF-\ LLLV/A I IUIN -2 SCALE: 1/4"=1'-0" LING LINE EMPLOYEE TIME CLOCK (OTHER SIDE OF WALL) - A P1-2,4 WEATHERHEAD FOR METER METER AND METER CABINET WIRING FROM CURRENT PER LOCAL UTILITY CO. TRANSFORMERS. REQUIREMENTS. 48 TOILET VESTIBULE "�1FLOOR PLAN - POW E- 2 1 SCALE: 1 /4'=t o 14" 0 o -DEDICATED I.G. RECEPTACLE FOR COMPUTER FRONT WALL REAR WALL(FROM INSIDE) )'ET ELEVATIONS WIRING IN CONDUIT HOMERUN TO PANEL AND CKT. NO. AS INDICATED ON KITCHEN EQUIPMENT FLOOR PLAN ABOVE. -- x ENTER 48" AFF MAKE FINAL CONNECTION HAND DRYERS. 't• JUNCTION BOX, SIZED AS REQUIRED, MOUNTED CEILING--'� ONCEILING (TYPLAY-IN FLEXIBLE CONDUIT, LENGTH AS REQUIRED, TO ALLOW BACK BAR CONNECTION AT A MINIMUM OF 24" FROM WALL. VERIFY ACTUAL LOCATION WITH KITCHEN EQUIPMENT CONTRACTOR. OUTLET BOX (TYPICAL) FOR KITCHEN EQUIPMENT, MOUNTED IN STAINLESS STEEL BACKBAR EMT CONDUIT BY KITCHEN EQUIPMENT MANUFACTURER. ALTERNATE: PVC CONDUIT UNDER SLAB IS ACCEPTABLE. PVC TO EMT _♦_ _________--% CONNECTOR .o� nA(,I/MAn C`r/,TIn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a). 4. ALL CONDUIT AND WIRING MOUNTED IN OR EXTENDED THROUGH CEILING CAVITY SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY CONFLICTS WITH DUCTWORK INSTALLATION, ETC. ? Z_ o%%%J1u u11111��� %% %<S A. KNOc * NO. PE00064138 p STATE OF 11/30/17 3 I: 0 z ®v Q o Fu1 a0 W n0 a00 V Q r� z 0) 0 0 N W 0 o rZ 0 ov Q Lu Q v z0 �� J a Q, u.aQ FR:l �co V Lo W Ae c 0 07 Z Y_ w _O � t COXr 0 > 0 0e N � � 4-j�Cca- > 0 0 3:4., _ C1 N�oU U W a> s D D � C s w rn om y 0N =� O0 °c a) Zowg W C N C ++ - Oj-a O co-1� �0 oLU LL Co C�COv-� +-+ 0 azo o. 0>0� o a� t5 '2 rn� N C } oM� toN9 C (1) ami o 3X :5C� ^^0 0) >60 L- 1..1� U z O -0007L'00 0) Z O C/ Z WQ a� +� 0 0 j V)Q Q U 3:: V) H a0f� 3Q C17216 OJ 0- 3 I: 0 z ®v Q o Fu1 a0 W n0 a00 V Q r� z 0) 0 0 N W 0 o rZ 0 ov Q Lu Q v z0 �� J a Q, u.aQ FR:l �co V Lo W Ae FM 07 Z Y_ w _O � o > W � � z > C1 r` W D D � = wm �Q 3 I: 0 z ®v Q o Fu1 a0 W n0 a00 V Q r� z 0) 0 0 N W 0 o rZ 0 ov Q Lu Q v z0 �� J a Q, u.aQ FR:l �co V Lo W Ae ELECTRICAL JOB N0: SHEET 30233 E-2 DATE: OF _27_ 11/30/17 SHEETS 02 W LIQ, Y_ m p � Y > C1 w J D Z gJ W = wm �Q a -p Z QOf �o V) LLJ = O �0 � Gi U I- ~ W LL. � �Ld O � z O \ QLIS Z O C/ Z WQ L j V)Q Q U 3:: V) w � � cy OJ 0- w � cn CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL JOB N0: SHEET 30233 E-2 DATE: OF _27_ 11/30/17 SHEETS 02 W LIQ, "P2 PANEL A " 120/208V/30/4W FLUSH MTD. PANEL ( ) VOLTAGE GND. BUS, 22 MAX WIDTH, 65,000 AIC MAINS 400A MLO AT TOP CKT. N0. ITEM N0. LOAD DESCRIPTION. BRANCH CIRCUIT CKT. BKR. CKT. KVA TOTAL KVA CKT. KVA CKT. BKR. BRANCH CIRCUIT LOAD DESCRIPTION: ITEM NO. CKT. NO. TRIP POLES 0A 0B 0C TRIP POLES 1 -- LIGHTING 2112&1112G -1/2"C. 20 1 0.8 1.3 2.2 0.5 20 1 2;12&1112G -1/2"C. RECEPTACLE (TIME CLOCK) -- 2 3 -- LIGHTING/FAN "B" 2#12&1#12G -1/2"C. 20 1 1.1 1.1 * 0 1 2#12&1112G -1/2-C. COPKTE DIASPENSER/CARBONATOR 55A 4 5 -- LIGHTING 2112&1112G -1/2"C. 20 1 0.5 20 1.4 0.9 0.5 20 20 1 1 2;12&1112G -1/2"C. ��2� C112 (IG) COFFEE WARMER & MUSIC MACHINE RECEPTACLES (IG) (OFFICE) 47 147 -- 6 8 7 12 COUNTERTOP WARMER 2112&1112G -1/2"C. **0* 1 1.2 1.7 2.6 - 9 28 REFRIGERATOR 2; 12&1#12G -1/2'C. **0* 1 1.5 1.1 **0* 1 2; 12&1112G -1/2C. COKE DISPENSER/CARBONATOR 5A 10 11 27 REFRIGERATOR 2;12&1#12G -1/2' C. 20 1 1.5 2.0 0.5 1.8 20 *** **0* 1 1 2;}122C1j�12 (IG) 2;(112&1#12G -1/2"C. CASH REGISTER (IG RECEPT) WAFFLE BAKER 51 26 12 14 13 21 SANDWICH UNIT 2112&1#12G -1/2"C. * 0 1 1.8 3.6 4.0 L 15 24 TOASTER 2J12&1#12G-1/2"C. **0* 1 2.2 1.8 **0* 1 2#12&1112G -1/2-C. WAFFLE BAKER 26 16 17 24 TOASTER 2112&1#12G -1/2"C. **0* 1 - 2.2 16 4.0 1.8 1.8 **0* * 0 1 1 2112&1j12G-1/2"C. 2#12&1#12G -1/2"C. WAFFLE BAKER WAFFLE BAKER 26 26 18 20 19 24 TOASTER 2112&1112G -1/2"C. **0* 1 2.2 4.0 2.1 19 21 -- TV/VCR RECEPTACLES 2; 12&1112G -1/2`C. **0* 1 0.5 1.6 *0 1 2112&1112G -1/2-C. ICE MACHINE 65 22 23 -- RECEPTACLES 2#12&1#12G -1/2'C. 20 1 0.6 2.0 1.4 1.4 20 *** 20 * * * 1 1 2#12&1112G -1/2`C. 2#12&1112G -1/2"C. JUICE DISPENSER & COFFEE GRINDER JUICE DISPENSER & COFFEE GRINDER 149 7 149 7 24 26 25 12 COUNTERTOP WARMER 2;x!12&1j12G-1/2"C. 20 * * * 1 1.2 2.6 2.8 SHOW WINDOW RECEPTACLE 27 17 OMELET MIXER WARMER & 2j12&1 j12G-1/2"C. 15 *** 1 1.3 1.5 20 *** 1 2#12&1#12G -1/2"C. REFRIGERATOR 25 28 29 -- HIGH RISE SIGN SEE 4/E-3 20 1 1.0 - 1 3.9 2.9 0.7 ** 20 1 1 2#10&1#10G -1/2"C. 21012&1112G -1/2"C. DISHWASHER EXHAUST FAN "A" 19 -- 30 32 31 -- HIGH RISE SIGN SEE 4/E-3 20 1 1.0 1.7 1.6 --- --- 33 -- HIGH RISE SIGN RECEPT SEE 4/E-3 20 1 0.5 1.1 20 2 SEE 4/E-3 LOT LIGHTS -- 34 35 -- EXTERIOR LIGHTING 2#12&1#12G -1/2"C. 20 1 1.5 -- 1 2.6 1.1 1.1 -- 20 - 2 SEE 4/E-3 SEE 4/E-3 LOT UGHTS -- -- 36 38 37-- 21012&1#12G -1/2"C. OPTIONAL CASH REGISTER (IG RECEPT) 21,2 2 C 1112 (IG) * * * 1 0.5 1.6 1 2.3 - - 39 -- ENTRANCE SIGN CIRCUIT 2j12&1j12G-1/2`C. 20 1 1.2 1.1 -- - SEE 4/E-3 - 1.1 -- 40 41 -- WAFFLE TIMER 212&1;�12G-1/2'C. 20 1 1.8 2.0 0.2 20 1 2112&112G -1/2"C. EXTERIOR LTG. CONTROLS -- 42 TOTALS: 16.5 17.6 18.5 52.6 KVA * PROVIDE HACR TYPE CIRCUIT BREAKER. ** PROVIDE LOCK -OFF DEVICE WITH PROVISIONS FOR PAD -LOCK. * * * PROVIDE GFCI TYPE CIRCUIT BREAKER. "P1 PANEL " 120/208V/30/4W FLUSH MTD. PANEL P ( ) VOLTAGE GND. BUS, 22 400A3P M.B. AT BOTTOM MAX WIDTH, 65,000 AIC MAINS / RATED AS SERVICE ENTRANCE EQUIPMENT WITH FEED-THRU LUGS AT TOP CKT. NO. ITEM NO. LOAD DESCRIPTION: BRANCH CIRCUIT CKT. KR. CKT. KVA TOTAL KVA CKT. KVA CKT. BKR. BRANCH CIRCUIT LOAD DESCRIPTION: ITEM NO. CKT. NO. TRIP POLES OA 0B OC TRIP POLES 1 2 COFFEE MAKER 2112&1112G -1/2"C. 20 2 1.6 3.6 3.6 2.0 20 1 2#12&1112G -1/2'C. HAND DRYER (WOMEN'S) 92 2 3 -- a r a� ct 3 O� --- - - 1.6 2.0 20 1 2#12&1#12G -1/2`C. HAND DRYER (MEN'S) 91 4 5 2 COFFEE MAKER 2#12&1112G -1/2'C. 20 2 1.6 2.6 1.0 1.0 *** *1** 1 1 2112&1#12G -1/2-C. 2112&1#12G -1/2`C. 20A TEST RECEPT 15A TEST RECEPT. -- -- 6 8 7 -- C17216 U O --- - -1.6 2.6 4.0 CHECKED 9 20 BOOSTER HEATER 316&1110G-3/4' C. 50 3 4.0 -- - - --- SPACE -- 10 11-- --- - - 4.0 4.5 0.5 2.5 20 3* 1 3 2112&1#12G -1/2`C. 318&1#10G -3/4"C. MECH RM. RECEPT./ CIRCULATING PUMP RTU "B" __ -- 12 14 13 -- --- - - 4.0 6.5 1 4.8 15 -- RTU "A" 3110&1#10G -3/4"C. 3* 3 2.3 2.5 - - --- -- 16 17 -- --- - - 2.3 4.8 2.5 1.8 - 2* - 3 --- 3j10&lj10G-3/4"C RTU 'D" -- -- 18 20 19 -- --- - - 2.3 4.1 1 4.1 21 -- RTU "C" (STD. 4 -TON TGA) 31010&1#10G -3/4"C. 3* 3 2.3 1.8 - - --- -- 22 23 2.3 4.1 1.8 1.8 - 20 - 1 --- 2#12&1#12G -1/2`C. SHOW WINDOW RECEPTACLE -- -- 24 26 25-- --- - - 2.3 4.1 1 0.8 27 _- COOLER /FREEZER, REEZER, 2112&1112G -1/2"C. 20 1 0.8 -- - 1 --- SPACE -- 28 29 -- ROOF RECEPTACLES 2912&1112G -1/2"C. 20 1 0.6 0.6 -- -- - - 1 1 --- --- SPACE SPACE -- -- 30 32 31 _ - FREEZER COND. UNIT & EVAPORATOR 2#10&1110G -1/2"C. 25 2 1.4 1.4 1.4 33 -- --- - - 1.4 -- - 1 --- SPACE -- 34 35 -- COOLER EVAPORATORND. UNIT & 21012&1#12G -1/2"C. 1* 2 1.1 1.1 -- -- - - 1 1 --- --- SPACE SPACE -- -- 36 38 37 __ --- - - 1.1 1.1 39 -- WAFFLE TIMER 2112&1f12G-1/2'C. 20 1 1.8-- -- - 1 --- SPACE -- 40 41 -- CCN ** --- 20 1 0.5 0.5 -- - 1 --- SPACE -- 42 TOTAL FROM PANEL "Pl TOTAL: 123.4 118.7 18.2 112.9 KVA (307.5A MAX/0) 139.9 136.3 136.7 * PROVIDE HACR TYPE CIRCUIT BREAKER. * * PROVIDE LOCK -OFF DEVICE WITH PROVISIONS FOR PAD -LOCK. * * * PROVIDE GFCI TYPE CIRCUIT BREAKER. PHOTOCELL #1 (SPECIAL FAST RESPONSE, FURNISHED BY OWNER) ON ROOF. TO HIGH RISE SIGN VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. CKTS. P2-29 AND P2-31 THRU CONTACTOR Cl so AND CKT. P2-39 FOR GFI CONY. 4#12 & 1#12G. 3/4"C. OUTLET AT BASE OF SIGN. MOUNT FURNISHEDOWNER SWITCH (30A,3P,NF/RT) ON HIGH TO LOT LIGHTS AND "LO -PRO" RISE SIGN POLE, 8'-0- ABOVE GRADE. LTG VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. CKTS. P2-34, P2-38 AND P2-35 THRU CONTACTOR C2 2#12 (P2-34), 2#12 (P2-38) & 1#12G. 3/4"C. 2#12 & 1#12G. 3/4"C. (P2-41) NOTE: FOR 120V. EXTERIOR SIGN BRANCH CIRCUITS OVER 135' IN LENGTH AND 208V. SITE LIGHTING BRANCH CIRCUITS OVER 255' IN LENGTH. CONTACT WAFFLE HOUSE CONSTRUCTION REP. FOR NECESSARY LARGER WIRE SIZE TO INSTALL. OUTDOOR WIRING DETAIL SCALE: NONE TO P2-42 H N LOAD ANALYSIS (PER NEC ART. 2 LOAD DESCRIPTION CONNECTED KVA PANEL "P2" PANEL "P1" ll LIGHTING - INTERIOR 2.4 m LIGHTING - EXTERIOR 4.6 4.4 RECEPTACLES 3.1 3.6 KITCHEN EQUIPMENT 33.9 26.7 W ROOFTOP UNITS 30.0 _j 10 MOTORS 0.7 MISCELLANEOUS 2.0 2.0 LARGEST MOTOR 1.3 TOTALS IF 51.2 72,9 LLJ=w = CALCULATED SERVICE DEMAND (AMP): CURRENT(I) _ 96.6KVA / (0.208KV)(-4-3) = 268.1 AMP`. PANELBOARD NOTES: 1. PANEL 'P1' MAIN BREAKER SHALL BE RATED FOR 65,000 AIC. 2. PANEL 'P2' AND PANEL 'P1' SHALL BE SERIES RATED TOGETHER FOR 65,000 AIC. 3. PRIOR TO STARTING PROJECT, THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE LOCAL ELECTRIC UTILITY COMPANY THE ANTICIPATED MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT ON SECONDARY OF UTILITY PROVIDED TRANSFORMER. IF AVAILABLE SHORT CIRCUIT CURRENT EXCEEDS 65,000 AMPS, CONTACT WAFFLE HOUSE PROJECT MANAGER IMMEDIATELY. GENERAL DRAWING NOTES CONTRACTOR SHALL CONNECT A MAXIMUM OF 1500 WATTS OF LIGHT TO ANY 20 AMP CIRCUIT MAXIMUM OF 120' FOR #12 CU FEEDER MAXIMUM OF 200' FOR #10 CU FEEDER MAXIMUM OF 350' FOR #8 CU FEEDER 1/2" CONDUIT FROM FROM HVAC RETURN GRILLES (TYP OF 4) O CONDUIT TO TERMINATE 6" ABOVE CEILING. PROVIDE EXTRA CABLING AS NEEDED TO MAKE FINAL CONNECTION (TYP OF 4) MIN. 6" RTU CONTROL BOX IN CEILING SPACE BELOW (LOW VOLTAGE WIRING BY OTHERS) PE CELLS DIRECTLY ABOVE PANEL -P2, 3'-0" ROOF ON CONDUIT STEM. EYE SHOULD FACE NORTH OR AWAY FROM ANY ARTIFICIAL LIGHT SOURCE WHICH WOULD AFFECT OPERATION. �-� PE#2 qr#1 MAKE FINAL CONNECTION (VIA SEAL-TITE FLEX) TO BUILT-IN DISCONNECT SWITCH/SPEED CONTROLLER IN EXHAUST FAN "A". COORDINATE LOCATION OF FAN WITH THE HVAC CONTRACTOR PRIOR TO INSTALLATION L� HVAC CONTROL WIRING CONDUIT DETAIL SCALE: NONE PHOTOCELL #2 TORK #2100 (2000 WATT), OR EQUAL, (FURNISHED BY OWNER) ON ROOF. TO ROAD SIGN (HIGH RISE SIGN) LIGHTING CONTACTOR (Cl) J J, LIGHTING CONTACTOR (C2) P2-29 P2-31 SPST TOGGLE SWITCH TO "LO -PRO" WITH PILOT LIGHT TO LOT TO LOT FIXTURE & BACK / LIGHTS LIGHTS DOOR LIGHT P2-34 P2-38 P. E. CELL OVERRIDE DETAIL SCALE: NONE SPST TOGGLE SWITCHES (2) WITH PILOT LIGHT AND OWNER FURNISHED ENGRAVED NAMEPLATES(2) SEE CONTACTOR NOTES AND DETAIL THIS SHEET. PHOTOCELLS 1 & 2 1/2" C. DN. TO 4"x2" FLUSH MOUNTED BOX CENTERED ABOVE COMMISSARY DOORWAY, INSIDE COMMISSARY, FOR THERMOSTAT. -(CONTROL WIRING BY OTHERS) WALK-IN FREEZER PRESSOR/CONDENSING WALK-IN COOLIEUNIT 9.0 FLA, 208V,10 COMPRESSOR/CONDENSING UNI FLA (ON WALK-IN ROOF) 208V,1 t6 (ON WALK -1 R00 2.0 FLS 9.0 FLA, 208V, 1 PH. 208V, 1 PH. EVA OR OR. (V IF' EVAPORATOR. (VERIFY LOCATION) EVAPORATOR IN WALK-IN LOCATION IGID STEEL CONDUIT ON ROOF 3/4"C. DOWN CONBE I ITS RUNNTHRUECEIL NG SPACE D THUS SHALLIN WALL TO ;1-31,35 BELOW. SUCH CONDUITS SHALL BE THERMOSTATS 1 RUN THRU THE WEBBING OF BAR JOISTS. COORDINATE WITH HVAC 1 RTU -"D" -35 I CONTRACTOR TO AVOID CONFLICTS 1 SEAL-TITE FLEX WITH DUCTWORK, ETC. P1-31 PANEL "P2" P1-29� GFI/W / "-'K 0 bin A , PANEL "P 1 " / / \ 1/2"C JJ j 60/3/NF/RT / REFER TO \ 1 FACTORY INSTALLED\ I DETAIL 5/E3 / P1-20,22,24 \ MOUNT J -BOXES \ ` 1/2"C. \ \ IN CEILING SPACE o� f ____l . @BELOW rl DOWN TO JUNCT>SEE 1��� \ FOR KITCHEN ITEM "'WP AN "A"1/2"C.I \ SHEET E-2 FOR \ L� 1/2" CONDUIT FROM SENSOR'y / TO "HANDY BOX" N1121 J P2-35 %�1 /2"C. FACTORY INSTALLED / \ \ FACTORY INSTALLED FACTORY INSTALLED 60/3/NF/RT 60/3/NF RT ` WP 60/3/NF RT / ,� \ ,SII . ` _WL1 P1-14 16 18 P1-21 P 1 15,17,1 ,23,25 1/2"C. /0 l h LA 2 RUNS OF 4- #3/0 COPPER THWN & #3 GRD IN 2" CONDUIT OR SINGLE RUN OF 4- 500 KCM COPPER IN 3 1/2" CONDUIT -7 PANEL 11PANEL 'P2' 'P1' 0 NECT TO LIGH IN CIRCUIT P2-3 1 /50HO, fi 20V, 10 RTU - "A" / 1 /2 "C. RTU -"B" RTU - "C„ 1 /2"C. \ 1/2" CONDUIT FROM SENSOR 1/2�� CONDUIT FROM SENSOR \ � � � TO "HANDY BOX" TO HANDY BOX \ X5.7 S NOTE TYPICAL FOR RTU "A" "B" & "C"ol NOTE: PROV E "HANDY BOX" ON RETURN AIR DUCT NEAR I / I (EACH RTU) MOUNT DISCONNECT SWITCHES,(FURNISHED BY OWNER) RETURN Al GRILLS FOR PULLING SENSOR &CONTROL AND ROUTE POWER AND CONTROL CONDUITS SO AS NOT WIRING THE INDICATED 1/2"C. TO THE RTU. V J TO INTERFERE WITH MAINTENANCE OF AND ACCESS TO HVAC EQUIPMENT, COORDINATE WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. ROOF PLAN - 2 RUNS OF 4- #3/0 COPPER THWN & #3 GRD IN 2" CONDUIT OR SINGLE RUN OF 4- 500 KCM COPPER IN 3 1/2" CONDUIT FLOOR 1 #1/0 G., 3/4"C. TO STREET SIDE OF WATER SERVICE MAIN VALVE. AND TO THE SUPPLEMENTAL GROUNDING ELECTRODE. SEE GROUNDING NOTES. RISER DIAGRAM SCALE: NONE ELECTRICAL CONTACTORS Cl & C2 W/ ENCLOSURES MOUNTED IN CEILING CAVITY ABOVE PANELBOARDS. SEE DETAIL THIS SHEET 4 HOLE WEATHERHEAD (SIZE AS REQUIRED) VERIFY LOCATION WITH SITE PLAN, GENERAL CONTRACTOR AND UTILITY COMPANY PRIOR TO INSTALLATION. OVERHEAD SERVICE BY UTILITY CO. LEAVE 6' SLACK CABLE FOR FINAL CONNECTION BY UTILITY COMPANY 4-500 KCM, 3 1/2"C. SECURELY MOUNTED TO EXTERIOR WALL. ALL METALLIC CONDUIT THAT MAY BE ENERGIZED SHALL BE PROPERLY BONDED AND GROUNDED PER N.E.C. ARTICLE 250. 1"C. FOR METER WIRING TO CT'S IN CABINET ICT ® METER & CT CABINET MOUNTED 5'-0" ABOVE FINISHED GRADE ON EXTERIOR WALL. 400A MAIN DISCONNECT UTILITY COMPANY PAD NEMA 313 1 MOUNTED TRANSFORMER GRADE * * SINGLE RUN OF 4-750 KCMIL-ALUM OR TWO RUNS OF #4/0 ALUM IN 4" CONDUIT * DENOTES ALTERNATE FOR UNDERGROUND ELECTRIC SERVICE WHERE REQUIRED. VERIFY REQUIREMENTS FOR METERING AND INSTALLATION AND WHAT MATERIALS ARE TO BE CONTRACTOR FURNISHED PRIOR TO SUBMITTING BID. * * 1 #2/0 G., 3/4"C. TO STREET SIDE OF WATER SERVICE MAIN VALVE. AND TO THE SUPPLEMENTAL GROUNDING ELECTRODE. SEE GROUNDING NOTES. ROOF PLAN NOTES 1. COORDINATE DIMENSIONS ROUTING, LOCATIONS, ETC. WITH OTHER TRADES PRIOR TO ROUGH -IN. 2. NO CONDUIT SHALL BE RUN THRU ROOF DUCTWORK OPENINGS, COORDINATE WITH SHEETS M-1 & M-2. NOTE COORDINATE ALL CONDUITS IN CEILING CAVITY WITH HVAC CONTRACTOR TO AVOID CONFLICTS WITH DUCTWORK, ETC. LIGHTING CONTACTOR NOTES C1 CONTACTOR. (OWNER FURNISHED) SHALL BE ELECTRICALLY OPERATED, ELECTRICALLY HELD, 30A, 4P, 120V. COIL IN NEMA I ENCLOSURE MOUNTED IN AN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING ABOVE PANELBOARDS AND SHALL BE CONTROLLED BY PHOTOCELL #1 WITH AN OVERRIDE SPST TOGGLE SWITCH WITH PILOT LIGHT. INSTALL OWNER FURNISHED ENGRAVED NAME PLATE "HIGH RISE SIGN" BESIDE TOGGLE SWITCH OVER PANELBOARDS. C2 CONTACTOR. (OWNER FURNISHED) SHALL BE ELECTRICALLY OPERATED, ELECTRICALLY HELD, 30A, 8P, 120V, COIL IN NEMA 1 ENCLOSURE MOUNTED IN AN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING ABOVE PANELBOARDS AND SHALL BE CONTROLLED BY PHOTOCELL #2 WITH AN OVERRIDE SPST TOGGLE SWITCH WITH PILOT LIGHT. INSTALL OWNER FURNISHED ENGRAVED NAME PLATE "OUTSIDE LIGHTS" BESIDE TOGGLE SWITCH. NOTE: EXTEND CIRCUITS 35 AND 37 TO ROAD SIGN POLE - 30A/2P/NF/RT LOCKABLE DISCONNECT SWITCH 8'-0"ABOVE GRADE ON HIGH-RISE SIGN. ALSO PROVIDE 120V. WP GFI RECEPTACLE 12" ABOVE GRADE ON POLE. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. PERMIT # It- 37 Z GROUNDING NOTES: 1 • PER N.E.C. 250.52(A)(1), METAL PIPED WATER SERVICE LINE SHALL ALWAYS BE USED AS THE GROUNDING ELECTRODE. WHERE LOCAL CODE AUTHORITIES OR OTHER CONDITIONS (SUCH AS THE USE OF NON-METALLIC WATER SERVICE) REQUIRE ANOTHER TYPE OF ELECTRODE OR ADDITIONAL ELECTRODES, THE ADDITIONAL ELECTRODES SHALL BE ACCORDING TO N.E.C. 250.52(A)(2) THRU (A)(7). 2. WHERE THE METAL UNDERGROUND WATER PIPING IS USED AS THE GROUNDING ELECTRODE (AS DESCRIBED IN N.E.C. 250.52(A)(1)), A SUPPLEMENTAL GROUNDING ELECTRODE SHALL BE PROVIDED AS REQUIRED BY N.E.C. 250.53(D)(2). SUCH ELECTRODE SHALL BE A TYPE AS DESCRIBED IN N.E.C. 250.52(A)(2) THRU (A)(7). 3. PER N.E.C. 250.50, ALL GROUNDING ELECTRODES INSTALLED PER NOTE 1 SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. PROVIDE A BONDING JUMPER FROM COLD WATER PIPE UPSTREAM OF MAIN SHUT-OFF VALVE, ACROSS VALVE, TO HOT WATER PIPE DOWNSTREAM OF HEATER, ACROSS PRESSURE REDUCING VALVE AND BACK FLOW- PREVENTER, TO SUPPLEMENTAL ELECTRODE AND TO WATER SERVICE EQUIPMENT PER N.E.C. 250.104(A) & (B). 4. BOND THE GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING STRUCTURAL STEEL PER N.E.C. 250.104(C). 5. INSTALLATION OF THE GROUNDING ELECTRODE SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE PARAGRAPHS OF N.E.C. 250.53. 6. SUPPLEMENTAL ELECTRODE AND WIRING SHALL BE ACCESSIBLE AND NOT SUBJECT TO DAMAGE. ``.will I ,' '.\CENSE' •.ti` ��� * : NO. PE00064138 ' p STATE OF 7�.0 T '• ,,,,� �oNnnll�����` 11/30/17 Y U (n ELECTRICAL J JOB N0: SHEET m 30233 L DATE: OF _27_ 11/30/1 SHEETS c c° rn-o+-� m 11 0+_+ O Q LU Oa�O- J W 0o°E2 3cLa�� _j 01- ° _jD 0)0d�0U U N,F NL C __ U) �33 ai U LLJ=w = co E o y °'_ O = ° c a) o z m 8 -O > _ ° a) 2 c a r a� ct 3 O� o v g +� O ° >.+, 3 a, OW m LL c0c�"'� O.2. Loc `��� O a� o °v O aC N �0 v+j C5CN(00) .0 W }OCDc� mN- O •3 x.2:5 °rn vm`OjV:3Qc-Or �C+L (� \ w� z 0 U) z Q m -w o ° v� �(Ld O O `vim 3Q C17216 U O Y U (n ELECTRICAL J JOB N0: SHEET m 30233 L DATE: OF _27_ 11/30/1 SHEETS Y m Q J W cy _j =) =) _jD m U LLJ=w = Of (n U Z Of -I O� �O J LLj a_� �0 gcr- Z O O a. \ w� z 0 U) z Q v� �(Ld O O W (n D M 0 U O CHECKED BY: JAK DRAWN BY: MRL Y U (n ELECTRICAL J JOB N0: SHEET m 30233 L DATE: OF _27_ 11/30/1 SHEETS DIVISION 16 ELECTRICAL 16010 GENERAL PROVISIONS 16012 CODES AND STANDARDS 16020 ELECTRICAL SYSTEMS SCHEDULE 16030 TESTS 16100 BASIC METHODS AND MATERIALS 16110 RACEWAYS 16120 CONDUCTORS 16130 OUTLET BOXES AND DEVICES 16134 PANELBOARDS AND MAIN DISTRIBUTION 16150 MOTOR AND MOTOR CONTROLS 16190 SUPPORTING DEVICES 16450 GROUNDING 16480 FEEDER CIRCUITS 16485 BRANCH CIRCUITS 16500 LIGHTING - INTERIOR 16600 SPECIAL SYSTEMS - COMPUTER (P.O.S. SYSTEM) 16700 SOUND SYSTEMS 16740 TELEPHONE 16900 CONTROLS AND INSTRUMENTATION DIVISION 16 ELECTRICAL 16010 GENERAL PROVISIONS .01 SEE DRAWINGS FOR A LISTING OF OWNER FURNISHED ITEMS. EXCEPT WHERE PORTIONS OF THESE SPECIFICATIONS ARE MORE EXACTING, WORK OF THIS DIVISION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE GENERAL SCOPE OF WORK. BEFORE SUBMITTING PROPOSAL, EXAMINE ALL DRAWINGS RELATING TO THIS WORK, VERIFY ALL GOVERNING CONDITIONS AT THE SITE, DETERMINE EXACT EXTENT OF WORK REQUIRED FOR THE LOCAL UTILITY COMPANIES; BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO WORK OF OTHER TRADES. NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDINGS OF THE MATERIALS REQUIRED TO BE FURNISHED AND/OR INSTALLED, OR WORK TO BE PERFORMED. IT SHALL BE UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL CONDITIONS REFERRED TO HEREIN OR INDICATED ON THE DRAWINGS. .02 REVIEW THE DRAWINGS AND SPECIFICATIONS OF ALL TRADES, PARTICULARLY THOSE SECTIONS DESCRIBING ELECTRICALLY OPERATED EQUIPMENT, AND BECOME FAMILIAR WITH THE WORK REQUIRED THEREBY. AT THE CONCLUSION OF THE WORK, BE RESPONSIBLE FOR THE PROPER WIRING AND FUNCTIONING OF ALL ELECTRICALLY OPERATED EQUIPMENT FURNISHED AND/OR INSTALLED UNDER THIS CONTRACT. .03 NO EXTRA COMPENSATION WILL BE PAID FOR CONDITIONS EXISTING BEFORE THE CONTRACT IS SIGNED. THIS INCLUDES BOTH EXISTING SITE CONDITIONS AND ARCHITECTURAL CONDITIONS OF THE NEW BUILDING. .04 THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR HIS WORK UNDER THE CONTRACT, AND SHALL PAY ALL EXPENSES IN CONNECTION THEREWITH. HE SHALL BE RESPONSIBLE FOR ALL NOTICE TO THE INSTALLATION AUTHORITIES AND TO THE ARCHITECT/ENGINEER SO THAT THE WORK MAY BE INSPECTED BEFORE COVERING. THE CONTRACTOR SHALL FURNISH OWNER WITH CERTIFICATES OF INSPECTION. .05 NO DEVIATION FROM DRAWINGS AND/OR SPECIFICATIONS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE OWNER OR ARCHITECT/ENGINEER. .06 ALL PERMIT FEES, TEMPORARY SERVICE, INSPECTION FEES AND OTHER REQUIREMENTS SHALL BE PAID AND COMPLETED BY THE ELECTRICAL CONTRACTOR. EVIDENCE OF COMPLETION SHALL BE APPARENT PRIOR TO FINAL ACCEPTANCE OF WORK. ALL CERTIFICATES SHALL BE FORWARDED TO WAFFLE HOUSE CORPORATION. .07 THE WORK OF THIS CONTRACTOR SHALL CONSIST OF FURNISHING EVERYTHING NECESSARY FOR A COMPLETE OPERATING ELECTRICAL SYSTEM, IN STRICT ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. IT INCLUDES ALL SUCH WORK WHETHER LISTED UNDER THIS OR ANY OTHER DOCUMENT WHICH FORMS A PART OF THE SPECIFICATION AND CONTRACT. HIS WORK, IN THE MAIN, SHALL INCLUDE, BUT IS NOT RESTRICTED TO, THE FOLLOWING ITEMS. A. PROVIDE A TEMPORARY SERVICE FOR THE USE OF ALL TRADES DURING CONSTRUCTION, AS REQUIRED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PAY UTILITY USE COSTS UP TO TIME OF OCCUPANCY BY WAFFLE HOUSE. B. PROVIDE A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM FOR LIGHT AND POWER, FROM POINT OF SERVICE THROUGH DISTRIBUTION SYSTEM TO PANELS, AND TO ALL OUTLETS, EQUIPMENT AND DEVICES AS INDICATED ON THE DRAWINGS. C. PROVIDE ELECTRICAL CONNECTIONS FOR EQUIPMENT OF OTHER TRADES. D. CONNECTION OF ALL MOTORS, STARTERS, CONTROLS, PILOT DEVICES OR DISCONNECTS, WHETHER FURNISHED BY THIS CONTRACTOR, THE OWNER, OTHER SUBCONTRACTOR(S) OR OTHER PARTIES, SUCH AS EQUIPMENT SUPPLIERS. E. ALL ELECTRICAL WORK INCIDENTAL TO OTHER TRADES FOR A COMPLETE WORKING INSTALLATION OF THEIR ELECTRICALLY DRIVEN EQUIPMENT (EXCEPT HVAC CONTROL WIRING). NOTE: HVAC CONTROL CONDUIT SHALL BE INSTALLED AS SHOWN UNDER THIS CONTRACT. F. FURNISHING AND INSTALLING ALL CONDUCTORS AND RACEWAYS FOR ELECTRICAL EQUIPMENT. G. INSTALLATION OF ALL OWNER FURNISHED FLOODLIGHTS, FLOODLIGHT POLES AND LIGHTING FIXTURES, AS SCHEDULED ON THE DRAWINGS AND IN ACCORDANCE WITH ARCHITECTURAL DETAILS. H. CONNECTION OF ALL AIR CONDITIONING, HEATING, PUMPING, VENTILATION UNITS AND EXHAUST FANS AS SPECIFICALLY CALLED FOR ON THE DRAWINGS AND SPECIFIED HEREIN. I. TEMPORARY AND EMERGENCY WIRING AS REQUIRED. J. INSTALLATION AND WIRING OF ALL OWNER FURNISHED PANELBOARDS AS INDICATED ON THE DRAWINGS. K. FURNISH AND INSTALL TRANSFORMERS FOR ALL EQUIPMENT WHETHER FURNISHED BY THIS CONTRACTOR, THE OWNER, OR OTHER PARTIES, WHERE SUCH EQUIPMENT HAS A VOLTAGE RATING UNSUITABLE FOR THE SYSTEM IN WHICH APPLIED. L. MANUALS AND CHARTS: FURNISH TO THE OWNER A COMPLETE SET OF ALL OPERATING INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, LITERATURE AND INFORMATION PERTAINING TO ALL ELECTRICAL EQUIPMENT. 16012 CODES AND STANDARDS .01 THE WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. NOTHING CONTAINED IN THESE SPECIFICATIONS OR DRAWINGS SHALL BE SO CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL, STATE, UTILITY COMPANY AND NATIONAL BOARD OF FIRE UNDERWRITERS REGULATIONS GOVERNING THE INSTALLATION OF THE WORK SPECIFIED HEREIN. ALL SUCH LAWS, ORDINANCES, AND REGULATIONS, WHERE THEY APPLY TO THIS WORK, ARE HEREBY INCORPORATED INTO, AND MADE A PART OF, THESE SPECIFICATIONS. ALL SUCH REQUIREMENTS SHALL BE SATISFIED AT NO ADDITIONAL EXPENSE TO THE OWNER. 16020 ELECTRICAL SYSTEMS SCHEDULE .01 REFER TO THE DRAWINGS FOR WIRING DIAGRAMS, PANELBOARD SCHEDULES, RISER DIAGRAM, EQUIPMENT SCHEDULE, ELECTRICAL SYSTEMS REQUIREMENTS, ETC. 16030 TESTS .01 PROVIDE ALL NECESSARY INSTRUMENTS AND SPECIAL APPARATUS TO CONDUCT ANY TEST THAT MAY BE REQUIRED TO INSURE THE SYSTEM IS FREE OF ALL IMPROPER GROUNDS AND SHORT CIRCUITS AND THAT ALL FEEDERS ARE PROPERLY BALANCED. THE SYSTEM INSTALLED SHALL BE CHECKED FOR QUALITY, CAPACITY, AND COMPLETENESS TO CONFORM WITH THE FULL REQUIREMENTS AND INTENT OF THE DRAWINGS AND SPECIFICATIONS. 16100 BASIC METHODS AND MATERIALS .01 ELECTRICAL MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES FOR WHICH THERE ARE UNDERWRITERS LABORATORIES STANDARD REQUIREMENTS SHALL HAVE LABELS ATTACHED TO INDICATE COMPLIANCE WITH THOSE REQUIREMENTS. WHERE MATERIALS DO NOT BEAR SUCH A LABEL, CERTIFICATE OF COMPLIANCE SHALL BE FURNISHED. .02 ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY, FREE OF DEFECTS. 16110 RACEWAYS .01 ALL CONDUCTORS SHALL BE CONTAINED IN RACEWAYS. .02 ALL CONDUIT RACEWAYS BELOW FLOOR SLAB AND RUN BELOW EXTERIOR FINISHED GRADE SHALL BE P.V.C. UNLESS OTHERWISE NOTED. RIGID GALVANIZED CONDUIT IF RUN BELOW SLAB OR FINISHED EXTERIOR GRADE SHALL BE PAINTED WITH TWO (2) COATS OF BITUMASTIC PAINT. THIS PAINTING SHALL BE APPLIED TO CONDUIT UP TO A POINT 2" ABOVE FLOOR SLAB. CONDUITS RUN BELOW FLOOR SLAB SHALL HAVE A MINIMUM COVER OF 12" AND THOSE RUN BELOW EXTERIOR FINISHED GRADE SHALL HAVE A MINIMUM COVER OF 24" IN NON -VEHICLE TRAFFIC AREAS AND 30" IN VEHICLE TRAFFIC AREAS. INSTALLATION OF P.V.C. CONDUIT IN TRENCHES SHALL BE BACK FILLED WITH FINE BACK FILL (NO ROCKS LARGER THAN 1/4" DIAMETER). CONTRACTOR SHALL FILL EXTERIOR TRENCHES TO WITHIN 6" OF TOP (FINISHED GRADE), THEN LAY A YELLOW RIBBON TAPE (USED IN INDUSTRY FOR THIS PURPOSE) ALONG TRENCH, THEN FINISH BACKFILL. .03 RIGID CONDUIT SHALL BE HOT -DIPPED GALVANIZED, INCLUDING THREADS. P.V.C. SHALL BE SCHEDULE 40. .04 FLEXIBLE METALLIC CONDUIT (GREENFIELD) SHALL BE USED FOR ALL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT, BUT IN LENGTHS NOT TO EXCEED LAST 18" OF RUN UNLESS NOTED OTHERWISE. P.V.C. JACKETED FLEXIBLE METAL CONDUIT SHALL BE USED IN ALL EXPOSED LOCATIONS. .05 ELECTRICAL METALLIC TUBING (EMT) MAY BE USED FOR ALL PURPOSES EXCEPT AS INDICATED ABOVE. ALL FITTINGS (COUPLINGS AND CONNECTORS) SHALL BE STEEL, COMPRESSION RING TYPE .06 ALL RACEWAYS SHALL BE RUN CONCEALED IN FINISHED AREAS UNLESS NOTED. .07 WHERE EXPOSED RACEWAYS ARE ALLOWED OR INDICATED, THEY SHALL PRESENT A NEAT APPEARANCE, AND ALL RUNS BOTH EXPOSED AND CONCEALED SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING LINES AND TO EACH OTHER WITHOUT INTERFERENCE WITH OTHER TRADES OR EQUIPMENT. SUPPORTS TO BE ONE (1) HOLE CAST STRAPS, KINDORF OR EQUAL SURFACE OR TRAPEZE HANGERS, SPLIT HANGERS WITH APPROPRIATE ROD HANGERS AND FITTINGS. PERFORATED STRAP IRON SHALL NOT BE USED. .08 ALL RACEWAYS SHALL LIE FLAT TO RUNNING SURFACES AND SHALL BE OFFSET WHERE ENTERING BOXES, ETC. .09 DURING CONSTRUCTION, ALL OPEN ENDS OF CONDUIT SHALL BE KEPT PLUGGED OR CAPPED. USE T&B 1470 SERIES PLUGS. .10 CONDUITS EXTENDED BEYOND THE BUILDING ENVELOPE (CONDITIONED AREA) SHALL BE SEALED TO PREVENT THE ENTRY OF MOISTURE, WATER VAPOR, DUST, INSECTS, ETC.. 16120 CONDUCTORS .01 ALL CONDUCTORS SHALL BE MINIMUM 98 % CONDUCTIVITY COPPER. .02 ALL WIRE AND CABLE SHALL HAVE INSULATION TYPE AS LISTED BELOW. .03 ALL BRANCH CIRCUIT AND FEEDER WIRING SHALL BE COLOR CODED THROUGHOUT, AS FOLLOWS: PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND : GREEN .04 NO WIRE SMALLER THAN #12 SHALL BE USED EXCEPT FOR CONTROL WIRING. .05 BRANCH CIRCUIT RUNS LONGER THAN 100 FEET FROM PANEL TO FIRST OUTLET SHALL BE RUN WITH MINIMUM #10 WIRE. .06 ALL INSULATION SHALL BE RATED FOR 600V UNLESS OTHERWISE NOTED. .07 PARTICULAR CARE SHALL BE EXERCISED IN THE JOINING OF THE BRANCH CIRCUIT COMMON NEUTRALS. .08 CONDUCTOR TYPES: A. COMBINATION TYPE "THHN/THWN" OR THW FOR GENERAL USE. B. BRANCH CIRCUIT WIRE MAY BE RUN IN THE CHANNELS OF FLUORESCENT FIXTURES. C. ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT. .09 CONDUCTOR INSTALLATION SIZES: A. SIZES SHOWN ON DRAWINGS ARE MINIMUM AND SHALL NOT BE DECREASED UNDER ANY CIRCUMSTANCES. B. CHANGES IN EQUIPMENT FURNISHED BY OTHERS MAY REQUIRE CHANGES IN CONDUCTOR SIZES; IN SUCH CASE, THE CONTRACTOR SHALL NOTIFY THE WAFFLE HOUSE REP.. C. BRANCH CIRCUITS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. CONDUCTOR SIZES SHALL BE AS NOTED IN THE EQUIPMENT SCHEDULES AND/OR PANEL LISTINGS. .10 CONDUCTORS INSTALLATION -JOINTS: A. JOINTS: BRANCH CIRCUIT SPLICES SHALL UTILIZE WIRE NUTS BY "SCOTCH LOK", OR EQUAL. B. SPLICES AND TAPS SHALL BE MADE IN ACCESSIBLE BOXES, PANELBOARDS, FITTINGS, GUTTERS, TERMINAL PANELS, ETC. ONLY MATERIALS SHALL BE USED THAT ARE COMPATIBLE WITH THE CONDUCTORS, INSULATIONS AND PROTECTIVE JACKETS ON THE CABLES AND WIRES. C. FOR BRANCH CIRCUIT AND FIXTURE WIRE SPLICES USE T&B SERIES PT -1, OR APPROVED EQUAL TWIST -ON CONNECTOR. D. SPLICES AND JOINTS SHALL BE INSULATED WITH MATERIALS APPROVED FOR THE PARTICULAR USE, LOCATION, VOLTAGE, AND TEMPERATURE. INSULATION SHALL BE NOT LESS THAN THAT OF THE CONDUCTORS BEING JOINED. .11 CONDUCTORS INSTALLATION -METHODS: A. NO CONDUCTORS SHALL BE INSTALLED UNTIL ALL ROUGH WORK BY OTHER TRADES IS IN PLACE AND ROOF DECKS ARE IN PLACE. B. AT EACH OUTLET, A LOOP OF WIRE NOT LESS THAN 8 INCHES IN LENGTH SHALL BE LEFT FOR CONNECTION TO FIXTURES AND/OR OTHER DEVICES. C. ALL CONDUCTORS SHALL BE CONTAINED IN RACEWAYS. D. ALL RACEWAYS SHALL BE THOROUGHLY SWABBED OUT TO REMOVE MOISTURE BEFORE WIRE OR CABLES ARE DRAWN INTO PLACE. .12 UNDER SLAB SERVICE: ELECTRICAL CONDUIT PASSING BELOW THE "DINING ROOM" TO THE EXTERIOR SHALL BE SPACED OR PLACED LOW ENOUGH IN THE CONCRETE FLOOR SLAB TO AVOID DAMAGE BY CORE DRILLING OR OTHER METHODS FOR SEATING INSTALLATION. SEE INTERIOR DESIGN DRAWINGS. .13 ALL P.V.C. CONDUITS SHALL CONTAIN ALL GREEN EQUIPMENT GROUND WIRE AS PER N.E.C. 16130 OUTLET BOXES AND DEVICES .01 ALL WIRING DEVICES SHALL BE FURNISHED IN ACCORDANCE WITH DRAWINGS. SWITCH AND RECEPTACLE PLATES SHALL BE STAINLESS STEEL. .02 OUTLET BOXES SHALL BE GALVANIZED STAMPED STEEL, FOUR (4) INCHES SQUARE, 1-1/2 INCHES DEEP, STEEL CITY #52151 FOR GENERAL USE. LARGER BOXES SHALL BE USED WHERE REQUIRED TO PREVENT UNDUE CROWDING OF WIRES, OR AS REQUIRED BY CODE. CONDUIT TYPE GANGABLE BOXES STEEL CITY "G" SHALL BE USED FOR MULTIPLE SWITCH ASSEMBLIES. SIZE AND DEPTH SHALL BE AS REQUIRED BY NATIONAL ELECTRIC CODE AND AS REQUIRED BY THE SPECIFIC DEVICES. BOX COVERS AND PLASTER RINGS SHALL BE USED WHERE REQUIRED TO INSURE ASSEMBLY FINISHING FLUSH WITH SURFACE AREA. A. FOR WIRING THAT IS RUN EXPOSED, CROUSE -HINDS FS BOXES WITH DS SERIES COVERS SHALL BE USED WHERE EXPOSED TO WEATHER. IN OTHER LOCATIONS, PROVIDE FOUR (4) INCH BOXES AND FINISH COVERS. B. SIZES SHOWN ABOVE ARE MINIMUM ONLY AND SHALL BE INCREASED WHERE NECESSARY DUE TO THE SIZE OF THE DEVICES TO BE CONTAINED. C. SYMBOLS ON DRAWINGS INDICATE APPROXIMATE LOCATIONS ONLY UNLESS EXACT LOCATIONS ARE SPECIFIED ON THE PLANS. VERIFY LOCATIONS WITH ARCHITECTURAL DETAILS AND KITCHEN PLANS. D. PROPERLY CENTER OUTLETS IN PANELING OR OTHER ARCHITECTURAL FEATURES AS INDICATED ON THE ARCHITECTURAL AND KITCHEN PLANS. E. PROVIDE A MINIMUM OF FOUR (4) INCHES CLEARANCE FROM TRIMS AND CORNERS WHEREVER POSSIBLE. F. MOUNT ALL BOXES SO THAT COVERS AND PLATES WILL MOUNT FLUSH WITH THE WALLS AND CEILING FINISHED PANELS. G. FURNISH AND INSTALL PLASTER RINGS WHERE REQUIRED. FURNISH SURFACE COVERS FOR EXPOSED WORK. H. FIXTURE HANGING SYSTEMS SHALL BE ALL METALLIC. I. DURING THE COURSE OF ROUGH CONSTRUCTION, FINISHING AND PLASTERING, CLOSE ALL OUTLETS WITH KRAFT PAPER, EXCELSIOR OR SLIP-ON BLANK METAL PLATES. THE USE OF NEWSPAPER IS NOT PERMISSIBLE FOR THIS PURPOSE. J. HEIGHTS OF OUTLETS: UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALL OUTLETS SHALL BE MOUNTED AT THE FOLLOWING HEIGHTS, MEASURED FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX: SWITCHES -48 INCHES; RECEPTACLES -18 INCHES; TELEPHONE OUTLETS -12 INCHES. THE DIMENSIONS GIVEN ABOVE ARE TO BE USED TO COVER THE USUAL INSTALLATION DETAILS OF THE OUTLETS INVOLVED. HOWEVER, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND EQUIPMENT DETAILS FOR THE EXACT LOCATION OF ALL OUTLETS BEFORE INSTALLATION OF SAME. MEASUREMENTS ON THE DRAWINGS, OWNER'S INSTRUCTIONS AND DETAIL MEASUREMENTS TAKE PRECEDENCE. K. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. L. PROVIDE GASKETS ON W.P. COVERS AND BLANK PLATES. 16134 PANELBOARDS AND MAIN DISTRIBUTION .01 PANEL CABINETS: A. CABINETS SHALL BE CONSTRUCTED OF ZINC COATED SHEET STEEL IN ACCORDANCE WITH UL AND NEMA STANDARDS FOR CABINETS, BOXES AND ASSEMBLY. B. A DIRECTORY HOLDER WITH PLASTIC COVER SHALL BE FURNISHED ON THE INSIDE OF EACH DOOR. PANEL DIRECTORIES SHALL BE TYPED. HOLDER AND FRAME SHALL BE OF SUITABLE SIZE TO PROPERLY LIST CIRCUIT DESIGNATIONS. PROVIDE FLUSH LOCK IN DOOR. DEAD FRONT PANEL COVERING BUS & CIRCUIT BREAKER ASSEMBLY SHALL BE ONE (1) PIECE. C. PANELS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. PANELBOARDS ARE OWNER FURNISHED. .02 PANEL BOARDS AND CIRCUIT BREAKERS: (OWNER FURNISHED) A. INDIVIDUAL CIRCUIT BREAKERS SHALL BE CALIBRATED AT THE FACTORY, SEALED TO PREVENT TAMPERING, AND SHALL BE OF SIZE AND FRAME AS INDICATED ON THE DRAWINGS. B. MULTI -POLED BREAKERS SHALL BE OF THE COMMON TRIP TYPE, SIZE AND FRAME AS INDICATED ON THE DRAWINGS. D. ACCESSORIES SHALL BE FURNISHED AS INDICATED. E. ALL BUSSES SHALL BE AS PER MANUFACTURER'S STANDARD. F. NEUTRAL BAR SHALL BE MOUNTED OPPOSITE THE MAIN LUGS AND SHALL HAVE NUMBERED TERMINALS FOR CONNECTION. G. PROVIDE GROUND BUS AS CALLED FOR ON DRAWINGS. .03 SAFETY SWITCHES: A. SAFETY SWITCHES SHALL BE TYPE HD, FUSIBLE OR NON -FUSIBLE AS INDICATED ON THE DRAWINGS, IN THE SIZES SHOWN. ENCLOSURES SHALL CONFORM TO LOCATION. (NEMA 1 INTERIOR, NEMA 3R EXTERIOR). B. ALL SWITCHES SHALL BE FURNISHED WITH THE NECESSARY NUMBER OF POLES. C. SWITCHES SHALL BE INSTALLED WHERE REQUIRED WHETHER SPECIFICALLY CALLED FOR OR INFERRED BY LOCATION. D. WEATHERPROOF SAFETY SWITCHES MAY BE NEMA 3R EXTERIOR. E. ACCEPTABLE MANUFACTURERS ARE: SQUARE "D", G.E., WESTINGHOUSE, AND CUTLER -HAMMER. F. SAFETY SWITCHES ARE OWNER FURNISHED. .04 MARKING AND IDENTIFICATION: A. ALL SWITCHES, PANELBOARDS, CONTROLLERS, CONTROL PANELS, TIME SWITCHES, CONTACTORS, TELEPHONE AND COMMUNICATION CABINETS SHALL BE CLEARLY AND PERMANENTLY LABELED IN A NEAT, ORDERLY AND SYSTEMATIC MANNER. B. IDENTIFICATION SHALL CLEARLY DESIGNATE DEVICES AND EQUIPMENT AS TO USAGE. C. PANELBOARDS AND CABINETS SHALL BE MARKED WITH OWNER FURNISHED TAGS IN THE SAME DESIGNATION AS ON THE DRAWINGS USING WHITE LETTERS ON BLACK PLATES, SCREWED TO DOORS OR COVERS. D. CONDUCTORS IN MULTIPLE CONDUCTOR RACEWAYS, GUTTERS, JUNCTION OR PULL BOXES, CABINETS AND SIMILAR LOCATIONS SHALL BE CLEARLY AND PERMANENTLY IDENTIFIED AS TO ELECTRICAL CHARACTERISTICS, SYSTEM DESIGNATION, SOURCE AND DESTINATION. E. CONDUCTORS SHALL BE MARKED WITH PREPRINTED ADHESIVE MARKERS AS MANUFACTURED BY W.H. BRADY CO., OR THOMAS & BETTS. 16150 MOTORS AND CONTROLS .01 WIRE TO AND CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT. .02 VERIFY PROPER ROTATION OF ALL ROTATING EQUIPMENT. 16190 SUPPORTING DEVICES .01 REFER TO 16110.07 FOR EXPOSED RACEWAYS. CONCEALED RACEWAYS SHALL BE SUPPORTED USING SAME METHODS AS REQUIRED FOR EXPOSED RACEWAYS, EXCEPT THAT BRANCH CIRCUIT EMT IN CONCEALED LOCATIONS MAY BE SUPPORTED FROM BUILDING STRUCTURAL ELEMENTS WITH CADDY TYPE FITTINGS MANUFACTURED BY ERICO PRODUCTS CO., INC. .02 OUTLET BOXES SHALL BE SUPPORTED TO BUILDING STRUCTURE USING THREADED LEAD ANCHORS AND MACHINE BOLTS, TOGGLE BOLTS, WOOD OR SHEET METAL SCREWS, IF PLACED DIRECTLY ON WOOD OR METAL SURFACE. TWO (2) ANCHORS ARE REQUIRED FOR EACH BOX. WHEN BOXES ARE LOCATED BETWEEN STRUCTURAL SUPPORTS, PROVIDE CADDY BOX SUPPORTS. .03 ALL SUPPORTS, ANCHORS, BOLTS AND HARDWARE SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INFORMATION FOR THE SIZE AND WEIGHT OF THE SUPPORTED OBJECTS. 16450 GROUNDING .01 REFER TO ELECTRICAL DRAWINGS AND DIAGRAMS FOR GROUNDING CONNECTIONS. .02 THE CONDUIT SYSTEM AND THE NEUTRAL CONDUCTORS SHALL BE GROUNDED. FOLLOW REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE - LATEST EDITION. NEUTRALS OF ALL TRANSFORMER SECONDARIES SHALL BE GROUNDED TO MINIMUM ONE (1) INCH COLD WATER PIPE. .03 THE GROUND CONNECTION OF THE CONDUIT SYSTEM AND THE NEUTRAL CONDUCTORS SHALL BE MADE AT THE MAIN SERVICE PANELBOARD GROUND BUS. .04 WHERE THREE (3) PHASE THREE (3) WIRE FEEDERS ARE EXTENDED TO UTILIZATION EQUIPMENT AND APPARATUS, A BONDING CONDUCTOR OF ADEQUATE SIZE, GREEN COLOR, SHALL BE USED TO GROUND THE EQUIPMENT FRAME. THE CONDUCTOR SHALL BE INSTALLED FROM GROUND BUS TO EQUIPMENT FRAME IN THE CIRCUIT RACEWAY. .05 FLEXIBLE CONDUIT SHALL BE PROVIDED WITH A GREEN COLORED INSULATED BONDING CONDUCTOR OF ADEQUATE SIZE. .06 IN ADDITION TO THE WATER SERVICE, PROVIDE A SUPPLEMENTARY GROUNDING ELECTRODE AS INDICATED ON SHEET E-3. .07 SEE GENERAL NOTES ON DRAWINGS. .08 ALL PVC CONDUITS SHALL CONTAIN A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC. 16480 FEEDER CIRCUITS .01 PROVIDE FEEDERS AS INDICATED ON THE DRAWINGS AND IN SCHEDULES. 16485 BRANCH CIRCUITS .01 PROVIDE ALL WIRING AND CONNECTIONS TO OUTLETS AND FIXTURES AS INDICATED ON DRAWINGS AND IN SCHEDULES. 16500 LIGHTING - INTERIOR .01 INSTALL ALL LIGHTING FIXTURES AS NOTED ON THE LIGHTING FIXTURE SCHEDULE, ON THE SITE PLAN, AND ON THE EXTERIOR AND INTERIOR ELECTRICAL DESIGN DRAWINGS. .02 EACH FIXTURE IS OWNER FURNISHED, UNLESS NOTED OTHERWISE, AND WILL BE EQUIPPED WITH ANY REQUIRED MOUNTING HARDWARE AND ACCESSORY INSTALLATION ITEMS. FIXTURE MOUNTING FRAMES SHALL BE COMPATIBLE WITH CEILING CONSTRUCTION. .03 EACH FIXTURE SHALL BE LAMPED WITH OWNER FURNISHED LAMPS OF TYPE AND WATTAGE INDICATED ON THE SCHEDULE. 16510 INTERIOR LIGHTING FIXTURES .01 INSTALL AS INDICATED ON LIGHTING AND REFLECTED CEILING PLANS, DIMENSIONAL REFERENCE POINTS AND ARCHITECTURAL DETAILS AND ELEVATIONS. .02 ALL INTERIOR FIXTURES (WHERE APPLICABLE) SHALL HAVE 100 % VIRGIN ACRYLIC PRISMATIC DIFFUSERS. POLYSTYRENE OR VINYL WILL NOT BE ACCEPTABLE. .03 SEE LIGHTING FIXTURE SCHEDULE AND NOTES ON ELECTRICAL DRAWINGS. 16600 SPECIAL SYSTEMS .01 PROVIDE POWER WIRING AND OUTLETS FOR COMPUTER SYSTEM AS INDICATED ON THE DRAWINGS. COMPUTER CABLE INSTALLATION SHALL BE AS BY WAFFLE HOUSE. .02 CHANNEL CUT LETTERS, IF USED, SHALL BE WIRED WITH A MINIMUM OF ONE DEDICATED NEUTRAL CONDUCTOR AND DEDICATED GROUNDING CONDUCTOR PER CIRCUIT SUPPLYING EACH BLOCK OF LETTERS. 16700 SOUND SYSTEMS .01 RACEWAYS AND OUTLET BOXES SHALL BE AS CALLED FOR ON DRAWINGS. .02 PROVIDE NYLON PULL CORD IN ALL EMPTY RACEWAYS AND IDENTIFY PULL CORD ENDS AS NOTED. .03 TELEPHONE SERVICE WIRING BY LOCAL TELEPHONE UTILITY. .04 PROVIDE BASIC MATERIALS CALLED FOR IN SECTION 16100. 16740 TELEPHONE .01 WIRING TO TELEPHONE OUTLETS INSIDE BUILDING SHALL BE BY THIS DIVISION CONTRACTOR. 16900 CONTROLS AND INSTRUMENTATION .01 CONTROL WIRING DIAGRAMS ARE INDICATED ON DRAWINGS AND FURNISHED WITH EQUIPMENT. CONTRACTOR SHALL COORDINATE ALL WIRING WITH THESE DRAWINGS AND MANUFACTURER AS NOTED ON PLANS. .02 ANY DISCREPANCY BETWEEN SYSTEM ELECTRICAL CHARACTERISTICS AND EQUIPMENT REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE WAFFLE HOUSE REPRESENTATIVE FOR DECISION. PERMIT ,,`�5 o �� a C i o * NO. PE00064138 Lu p STATE OF c 11/30/17 CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL Y_ c o -.2 30233 � m c -° ++ E-4 Y V1 r0)4 76 Or N U++ Lc0XL 0 J = o� OQ LI +,Ncu�a rO3Lu10 \< 0 U Z Q O� C N� ys ` H� c L = f!1 o E Y a> o o z a� c °' N6 o U) Ir t a7 �'� 3 •� XD +� v 3�° OW �o,�°oo -�� 0) r t o Yo�B -v �� rl) V) �,'oo�N rn� •O C >�co N" cUc000 •3 X Q+, c -c �(j 0)C[ ID -0:3.0 c c .c 0110 y� 3Q FL- o� C17216 CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL Y_ SHEET 30233 � m p E-4 Y > OF Or Ld J L10 ZO = :D m OQ LI \< 0 U Z Q O� Q �O Ld H� W� (n Z:) Y 000 gof QJ Ld V) U \ Z Z ry H Wt N < � (71 Q U � cD Or U O LLI rl) V) J CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL JOB NO: SHEET 30233 E-4 DATE: OF 11/30/1 _27_ SHEETS y_ U V) p se 36/18 FOOD SERVICE EQUIPMENT PLAN SCALE: 1/4" = 1'-0" I. [ walm ARCHITECTURAL DIMENSION PLAN SCALE: 1/4" = 1'-0" PERMIT____�Z'__-- V) KITCHEN EQUIPMENT 3 m a) JOB NO: SHEET sum 30233 K -1 Q V 0 -0 - DATE: CL OF _27_ 0 11/30/17 SHEETS 0 0 c O O Fuli 0 c � U) .2 NY_ L1 W rn i Y C100 c -0 U) O Fu—)] cy 0 0r�, LLoF0 " �t (o O co c; +,' N ° :1 U FLL OI Lo a 0 ZEE ' ^ � O C, v .- z Q 00— n � � Q < g -c Orn3 V) D N O N N o'-00 =am Lj w m w O v-0 >° c y G)y - O = �� yyrnczt:3 7.- d N NO °cc) y aJ M O0c() 7 O C7 I (O D °'- o j 0 v 0 � L w.NoaC N CHECKED BY: MDP/MK cyy'c MO OL cL U V o M K/KC v y L -0 y 7 ° v 4_ c -c Oc+� y C 0 ca, LL�c PERMIT____�Z'__-- V) KITCHEN EQUIPMENT 3 m a) JOB NO: SHEET sum 30233 K -1 Q V 0 -0 - DATE: CL OF _27_ 0 11/30/17 SHEETS 0 0 O O Fuli ® Foil NY_ L1 W rn i Y C7 U) O Fu—)] cy 0 0r�, LLoF0 W = �/^..1d Z N FLL LL LL ' ^ � O Fol z Q 00— n � � U < g O c c Fx�v V) D c LL- S ir (w A 00 � Ld cp p �� 00rn Lo O 0 W W (' OV) Z W Q PERMIT____�Z'__-- V) KITCHEN EQUIPMENT 3 m a) JOB NO: SHEET sum 30233 K -1 Q V 0 -0 - DATE: CL OF _27_ 0 11/30/17 SHEETS 0 0 NY_ L1 W i Y a Z cy J W = �/^..1d 0/� LL LL W w z Q 00— >— o Q O U < g J 5; V) D Ld ir (w A 00 � Ld p �� z O O 0 W W (' OV) Z W Q D USN n a O CHECKED BY: MDP/MK DRAWN BY: U M K/KC Q PERMIT____�Z'__-- V) KITCHEN EQUIPMENT 3 m a) JOB NO: SHEET sum 30233 K -1 Q V 0 -0 - DATE: CL OF _27_ 0 11/30/17 SHEETS 0 0 0 co 1'-2311 2'-2311 2'-2311 2'-2311 2'-2311 21-231. 2'-231, 2'-2311 11-3111 2'-0111 4, 4 1 4 1 4 1 4 1 4 1 4 1 4 1 2, 16 1- ■ ��•�::• ::■ :i!:1iim ii!::;R::i!!: iiR:a!::;!::;!::i!::;Ri;F.-Ii iiF::;!::;m: iim:iiF.-iM::;R::Tc:;!::;ME: :; ::;! , 7 !0® I II ■■ .� _ -■=11 !�� �i 1_1_1_1_ CONDIMENT STAND ON CASTORS 43 SaminY loin • M N ALK THROUGH 2'-10" TIMECLOC DRYREF REF ---� d ~ III M REF 9'10" , 2'-0" , 2'-6" 2'-7" , 2'-7" 2'-7" 2'-0" V-8" 1 1'-8" SCALE: 3/8" = 1'-0" CASH STAND 2 (WHERE APPLICABLE) TSR2 CONNECTION ,{ RJ45, GREEN FROM MANAGER'S CLOSET REFER TO SHEET 7 OF 7 FOR; % PRE -RINSE HANGING DETAILS%%, t 1 16 23 ' 129 42 V-3" (�� - I Lo RoI I I rn M N UNDERSHELF OSS ILS o CASH STAND 1 TSR1 CONNECTION RJ45, BLUE FROM MANAGER'S CLOSET TELEPHONE 1 WHITE RJ11 FROM MANAGER'S CLOSET CONDIMENT STAND ON 49 CASTORS 18 57 PAN HOLDERLA 35 E L EVAT I N "D" 127 L >�PADPLEX S_OUTETS_ � TO MANAGERS CLOSET O SCALE: 3/8" = 1'-0" iii TO CASH STAND E L E VAT I O N "G" RrAI F' 3/R" = v_n11 UIS DATA--\ JACK, c 151 APPLIED (BELOW TILE ONLY) � RED v 7 -PAN RACK _ Q 0 LTJ 1�1 xr o o,oc A2' 00 AISED in iv 8 see 0 DEDICATED C UU Lo z o BOARD 146 OUTLETS FOR O_ W M 0 J MU) - COMPUTER ON UPS © UNIT 1 1: F_ w U c"3 -w -° :3 a � � Y o N N M O Q 1` a� (D a� 60 o 3 s ate._ 8 N rn ++NNcO _j r o � 1 O = O I co o o°'o >,° O ,al ■m■. DRAWN BY: ,n :. _ V vim, o E 6 c N x.2:5cf � � V V 7 IM .. ` v�o v s'0'~cc O U)c +� NN�O+'>> N r vWAZ 3Q N151/QUAD (p ® ' ® ® ® W`����1� LABEL t OUTLET •' • SII•' "PRINTER' �- II FRP 1 I®■® �. �. pill SCALE: 3/8" = 1'-0" CASH STAND 2 (WHERE APPLICABLE) TSR2 CONNECTION ,{ RJ45, GREEN FROM MANAGER'S CLOSET REFER TO SHEET 7 OF 7 FOR; % PRE -RINSE HANGING DETAILS%%, t 1 16 23 ' 129 42 V-3" (�� - I Lo RoI I I rn M N UNDERSHELF OSS ILS o CASH STAND 1 TSR1 CONNECTION RJ45, BLUE FROM MANAGER'S CLOSET TELEPHONE 1 WHITE RJ11 FROM MANAGER'S CLOSET CONDIMENT STAND ON 49 CASTORS 18 57 PAN HOLDERLA 35 E L EVAT I N "D" 127 L >�PADPLEX S_OUTETS_ � TO MANAGERS CLOSET O SCALE: 3/8" = 1'-0" iii TO CASH STAND E L E VAT I O N "G" RrAI F' 3/R" = v_n11 SCALE: 3/8" = 1'-0" L_ L_ vi--% 1 1v114 1 v I SCALE: 3/8" = 1'-0" CONDIMENT 41 STAND ON 49 CASTORS ' W W 35 57 PAN HOLDER) J 6 PORT ELECTRICAL EXTENSION ELEVATION "E" CORD CONNECTED TO UPS 169 168 167 6 PORT SCALE: 3/8" = 1'-0" KEYSTONE JACK DATA WALL GROMMET ONE WAY 10" WALL SHELF WINDOW 151 r 52" 41, 1 151 PHONE, WHITE RJ 11 N1 11 ^ LES SERVICE -\ i 0 Eml O 0 AGENCY LIST/ /// -OUTLET DUPLEX LIGHT SWITC i r _ 14" MONITOR 3'-0" DUPLEXi I o 1 SHELF �� o MANAGER' • OUTLET - • `" BOARD - • • 12" KEYBOARD C9 II SHELF SHELF °O 85_ �`1 26" SHELF --,,,,,,g3 OWERVAR UPS FILING CAB.*I I MOUNTED ON `? i i 84 18 SHELF TER o 2x6 P.T. _ I PLATFORM TILE N j SUPPORT ON INSTALLED ON 2x6 P.T. I BOTH SIDES PLATFORM. 1 151 PULL SHELF 2" I m i i OFF BACK WALL 1�CASHSTAND 3/4" CONDUIT IN WALL TO�' CASH STAND UIS DATA--\ JACK, c 151 APPLIED (BELOW TILE ONLY) � RED v 7 -PAN RACK _ Q 0 119 (RJ45) xr o o,oc A2' 00 AISED in iv 8 PAN DEDICATED C UU Lo z o BOARD 146 OUTLETS FOR O_ W M 0 J MU) - COMPUTER ON UPS © UNIT 1 1: F_ w U c"3 -w -° :3 a � � Y o N N M O Q 1` a� (D a� 60 o 3 s ate._ 8 N rn ++NNcO _j r o � 1 O = O I co o o°'o >,° O ,al ■m■. DRAWN BY: ,n :. _ V vim, o E 6 c N x.2:5cf � � V V 7 IM .. ` v�o v s'0'~cc O U)c +� NN�O+'>> N r vWAZ 3Q N151/QUAD (p OUTLET NON -UP LABEL t OUTLET "PRINTER' FRP SCALE: 3/8" = 1'-0" L_ L_ vi--% 1 1v114 1 v I SCALE: 3/8" = 1'-0" CONDIMENT 41 STAND ON 49 CASTORS ' W W 35 57 PAN HOLDER) J 6 PORT ELECTRICAL EXTENSION ELEVATION "E" CORD CONNECTED TO UPS 169 168 167 6 PORT SCALE: 3/8" = 1'-0" KEYSTONE JACK DATA WALL GROMMET ONE WAY 10" WALL SHELF WINDOW 151 r 52" 41, 1 151 PHONE, WHITE RJ 11 N1 11 ^ LES SERVICE -\ i 0 Eml O 0 AGENCY LIST/ /// -OUTLET DUPLEX LIGHT SWITC i r _ 14" MONITOR 3'-0" DUPLEXi I o 1 SHELF �� o MANAGER' • OUTLET - • `" BOARD - • • 12" KEYBOARD C9 II SHELF SHELF °O 85_ �`1 26" SHELF --,,,,,,g3 OWERVAR UPS FILING CAB.*I I MOUNTED ON `? i i 84 18 SHELF TER o 2x6 P.T. _ I PLATFORM TILE N j SUPPORT ON INSTALLED ON 2x6 P.T. I BOTH SIDES PLATFORM. 1 151 PULL SHELF 2" I m i i OFF BACK WALL 1�CASHSTAND 3/4" CONDUIT IN WALL TO�' CASH STAND REFER TO "BACK BAR WALL ELEVATION" ON PG. #K-6 FOR MORE DETAILS. 60 ALL DRY STORAGE SHELVING Stu I IUN "ti" tnCU twxuK u/ -\K 6'-311 TV/VCR 6" °AI+I° FOR RECEPTACLE HOOD FIRE 78" A. F. F. SUP. SYSTEM r i SCALE: 3/8" = 1'-0" - - - - - - -- -,-011 0 ao 0 ao BASE ELEVATION "K" 3/4" PLYWOOD c 1/4" LUAN W/FORMICA APPLIED (BELOW TILE ONLY) � WALL SHELF v 7 -PAN RACK _ Q 0 119 To iv xr o o,oc A2' 00 AISED in iv 8 PAN J ~ C UU Lo z o BOARD 146 ❑ O_ W M 0 J MU) E w ANDWICH © UNIT 1 REFER TO "BACK BAR WALL ELEVATION" ON PG. #K-6 FOR MORE DETAILS. 60 ALL DRY STORAGE SHELVING Stu I IUN "ti" tnCU twxuK u/ -\K 6'-311 TV/VCR 6" °AI+I° FOR RECEPTACLE HOOD FIRE 78" A. F. F. SUP. SYSTEM r i SCALE: 3/8" = 1'-0" - - - - - - -- -,-011 0 ao 0 ao BASE ELEVATION "K" SCALE: 3/8" = 1'4" \- BAG IN BOX 76 ELIASON MECH—/ CLOSET DOOR 1'-g11 SHELVING DOOR GAS VALVE 6'-9"ELEVATION "F" SCALE: 3/8" = 1'-O" SYRUP LINE BUNDLE Al AAII All 0 •11 /111 ELEVATION "L" SCALE: 3/8" = 1'-0" II■ ® c _\ BOARD � 83 v I3 Q Sol 119 v xr o o,oc VJO 8 Ful)o - C 51 0 o x: Lo I�" o 146 ❑ 3 N >^ o� Lo oINS 'o �\ © 0 1 O c F_ w U c"3 -w -° :3 a � � Y O W N N M O Q 1` a� (D a� O o 3 s ate._ N a a N rn ++NNcO _j r o � 1 O = O I co o o°'o >,° O ,al ■m■. DRAWN BY: ,n :. _ SCALE: 3/8" = 1'4" \- BAG IN BOX 76 ELIASON MECH—/ CLOSET DOOR 1'-g11 SHELVING DOOR GAS VALVE 6'-9"ELEVATION "F" SCALE: 3/8" = 1'-O" SYRUP LINE BUNDLE Al AAII All 0 •11 /111 ELEVATION "L" SCALE: 3/8" = 1'-0" 1 ao 69 DELIVERY DOOR ELEVATION "O" PERAMrr #�- F- .7 7 Z ELEVATION "N„ SCALE: 3/8" = 1'-0" n n SCALE: 3/8" = 1'-0" CCTV (YEL W UISRJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2WINDOW SR2 AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR (BL RJ4 PHONE PHONE LOCATED: P HON CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-10," HIGH CTR. -TOP PAPER TOWEL ARM SECTION SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCN BEHIND LOCK BOX LOCATED: GR'S CLOSET DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT SWITCHBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J w z 3'-0" c #1 MISC. BOARD � 83 v I3 Q Icon -.2— 119 v xr o o,oc VJO RL Ful)o - Lo 51 0 o x: Lo I�" o 146 ❑ 3 N >^ o� Lo M 'o r r © 0 1 O c F_ w U c"3 -w -° :3 a � � Y O W N N M O Q 1` a� (D a� O o 3 s ate._ N a a N rn ++NNcO _j r o � 1 O = O 1 ao 69 DELIVERY DOOR ELEVATION "O" PERAMrr #�- F- .7 7 Z ELEVATION "N„ SCALE: 3/8" = 1'-0" n n SCALE: 3/8" = 1'-0" CCTV (YEL W UISRJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2WINDOW SR2 AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR (BL RJ4 PHONE PHONE LOCATED: P HON CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-10," HIGH CTR. -TOP PAPER TOWEL ARM SECTION SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCN BEHIND LOCK BOX LOCATED: GR'S CLOSET DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT SWITCHBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J w z 3'-0" c #1 MISC. BOARD � 83 v I3 1 ao 69 DELIVERY DOOR ELEVATION "O" PERAMrr #�- F- .7 7 Z ELEVATION "N„ SCALE: 3/8" = 1'-0" n n SCALE: 3/8" = 1'-0" CCTV (YEL W UISRJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2WINDOW SR2 AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR (BL RJ4 PHONE PHONE LOCATED: P HON CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-10," HIGH CTR. -TOP PAPER TOWEL ARM SECTION SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCN BEHIND LOCK BOX LOCATED: GR'S CLOSET DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT SWITCHBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J w z KITCHEN EQUIPMENT JOB NO: SHEET m 30233 K-2 C) DATE: OF _27_ 1 1 /30/17 SHEETS c O E o �2� X O I3 Q Icon -.2— v xr o o,oc VJO RL Ful)o - Lo 51 0 o x: Lo I�" o 146 ❑ 3 N >^ o� Lo 'o r r © 0 ()Z) v� U c"3 -w -° :3 a s ® O„- N=.LJ O W N N T O 1` a� (D a� O o 3 s ate._ N a a N rn ++NNcO _j U O -0Qr0 :3 = O I co o o°'o >,° O v, •F, o a ami DRAWN BY: ,n :. 431:3y � N vim, o E 6 c N x.2:5cf � � V V 7 IM .. ` v�o v s'0'~cc 0,52 y U)c +� NN�O+'>> =C0= C vWAZ 3Q KITCHEN EQUIPMENT JOB NO: SHEET m 30233 K-2 C) DATE: OF _27_ 1 1 /30/17 SHEETS U O Om M W O1 VJO RL Ful)o - O U0 stn O i zCL w �Q Z Q z rn 146 ❑ 3 N >^ o� r r © 0 ()Z) v c U 00 0 c s ® Fx_1� �LLJ 00 U) 00 o 'cna Lo U- D V)� U O KITCHEN EQUIPMENT JOB NO: SHEET m 30233 K-2 C) DATE: OF _27_ 1 1 /30/17 SHEETS U Y Om W O1 —I w - J zCL w �Q Z Q m Q } �_ CL O CL M 0 ()Z) WLL_ U 00 0 Y �LLJ ..gam 0u,z U) o 'cna ascan U- D V)� U O • CHECKED BY: MDP/MK DRAWN BY: U M K/KC KITCHEN EQUIPMENT JOB NO: SHEET m 30233 K-2 C) DATE: OF _27_ 1 1 /30/17 SHEETS FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL MECHANICAL ITEM QTY DESCRIPTION MANUFACTURER MODEL NO REMARKS VOLT pH LOAD HP KW AMP E.C. TO MAKE FINAL CONN TO JB/EO EQUIP. BY E.C. MTD EO CW HW W GAS IW FD SIZE BTU 1 - SPARE NUMBER CONDENSATE GUARD ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY METRO DIST. 120 1 48 20 17 1 OMELET MIXER STERLING MULTI PROD. SPINNER HEAD H/C 4 -SEAT BOOTH (30" TABLE TOP) 2 2 COFFEE MAKER BUNN-O-MATIC AXIOM -DV -3 BREWWISE 2 TOP WARMERS 1201208 1 15.5 1 • 1/2" ENSIGN 40-2 PVC DRAIN LINE BY PLUMBER 3 16 BOOTH BUMPERS RUBBER PRODUCTS DIST BP0005 INSTALLED BY LES MTD ON SLIDE BRACKETS-(UUNSF) 208 3 21 1 SANDWICH UNIT DELFIELD WHOOOA45 UL/NSF 4 2 BLACK RUBBER BUMPER DELFIELD 932-1005 INSTALLED BY LES UL/NSF A.B.C. 22A 1 EXHAUST HOOD ATL. CUSTOM FAB. WH108 N.F.P.A. 96 APPROVED, UL APPROVED 5 1 COKE DISPENSER W/ICE BIN LANCER 85-3076-2611 FURNISHED BY OWNER, INSTALLED BY'COKE' 115 1 1.5 • TOASTER 1/2" 2)3/4" 3" 5a 1 CARBONATOR LANCER 85-1923-00 FURNISHED BY OWNER, INSTALLED BY'COKE' 115 1 7.0 • WAFFLE BAKER (WITHOUT TIMER) 1/2" CUSTOM: IWHPOC-IP (FRANCHISEE GETS "WELLS WB2") 6 1 ICE BIN DELFIELD 305 PVC DRAIN LINE BY PLUMBER (3) 1/2 SS DOORS, (1) GLASS DOOR 115 1 28 1 REFRIGERATOR DELFIELD - GLOBAL 1" 3" 7 - SPARE NUMBER ATL. CUSTOM FAB. CUSTOM CHEMICAL STORAGE CABINET ATL. CABINET SHOP 30 1 WAFFLE TIMER BOX TAYLOR 5839 BATTERY OPERATED CUSTOM 8 1 BACKBAR END PANEL ATL. CAB. SHOP CUSTOM 3/4" X 40"X 94" PANEL WITH 3/4" SPACERS FURNISHED & INSTALLED BY L.E.S. 32 2 ICED TEA DISPENSER BUNN-O-MATIC TDS-3.5 PAPER TOWEL DISPENSER 83 9 10 1 3 EGG BASKET INSULATOR WIRE CONDIMENT/FLATWARE STANDS THE CUTTING BOARD CO. METRO CUSTOM SUPER ERECTA 12" x 10" x 1" CHROME PLATED FINISH 1 34 1 WATER GLASS FILLER DELFIELD 307 1 CASH DRAWER BOX 11 1 HAND SINK AT DISHTABLE ATL. CUSTOM FAB. CUSTOM PVC DRAIN LINE BY PLUMBER 36 1 WOMEN'S MIRROR D&T GLASS 3/4" 3/4" 1 1/2" 3" 12 13 3 - COUNTERTOP WARMER 3/4" PANEL BESIDE WORK TABLE APW WYOTT ATL. CAB. SHOP W-3VI CUSTOM (2) @ BACKBAR, (1) @ REAR SUPPORT 3/4" X 40" X 94" 120 1 1.2 10.0 SPARE NUMBER • CUSTOM 2(12"x34") 1(34"x35") 1(24" x34") 90 14 1 EGG SHELL PAN ATL. CUSTOM FAB CUSTOM 45 1 COKE RACK 15 1 TWO -EYE BURNER WELLS H2412G-10 62 8 16 1 CONDENSATE GUARD ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY METRO DIST. 120 1 48 20 17 1 OMELET MIXER STERLING MULTI PROD. SPINNER HEAD H/C 4 -SEAT BOOTH (30" TABLE TOP) 115 1 18 1 DISHTABLE ATL. CUSTOM FAB. CUSTOM PVC DRAIN LINE BY PLUMBER FURNISHED BY LES, INSTALLED BY G.C. 19 1 DISHWASHER INSINGER ENSIGN 40-2 PVC DRAIN LINE BY PLUMBER 115 1 20 1 BOOSTER HEATER HATCO C12 MTD ON SLIDE BRACKETS-(UUNSF) 208 3 21 1 SANDWICH UNIT DELFIELD WHOOOA45 UL/NSF 115 1 22 1 CHEF'S STATION DELFIELD WHOOOA33 UL/NSF A.B.C. 22A 1 EXHAUST HOOD ATL. CUSTOM FAB. WH108 N.F.P.A. 96 APPROVED, UL APPROVED FURNISHED & INSTALLED BY LES 23 1 CLEAN CUP & GLASS SHELF ATL. CUSTOM FAB. CUSTOM KINETICO PREMIER MODEL Q850 OD 24 2 TOASTER TOASTMASTER TP409WH 4 SLICE TOASTER 120 1 25 1 SINGLE REFRIGERATOR DELFIELD - GLOBAL SINGLE SECTION - NARROW TOP DOOR GLASS - BOTTOM DOOR SOLID 115 1 26 4 WAFFLE BAKER (WITHOUT TIMER) CARBON CUSTOM: IWHPOC-IP (FRANCHISEE GETS "WELLS WB2") 120 1 27 1 DISPLAY REFRIGERATOR DELFIELD - GLOBAL DOUBLE SECTION - STD (3) 1/2 SS DOORS, (1) GLASS DOOR 115 1 28 1 REFRIGERATOR DELFIELD - GLOBAL DOUBLE SECTION - NARROW FULL HT. SS DOORS 115 1 29 1 SAV -A -WRAP DISPENSER ATL. CUSTOM FAB. CUSTOM CHEMICAL STORAGE CABINET ATL. CABINET SHOP 30 1 WAFFLE TIMER BOX TAYLOR 5839 BATTERY OPERATED CUSTOM 31 1 TEMPERATURE INTERLOCK ACCUREX 471738 MOUNT IN EXHAUST HOOD DUCT COLLAR FURNISHED & INSTALLED BY L.E.S. 32 2 ICED TEA DISPENSER BUNN-O-MATIC TDS-3.5 PAPER TOWEL DISPENSER 83 33 1 AUTOMATIC SOAP DISPENSER SEKO PRS -1 PWR THROUGH DISHMACHINE CONTROL BOX 1 34 1 WATER GLASS FILLER DELFIELD 307 1 CASH DRAWER BOX 35 - SPARE NUMBER 86 SPARE NUMBER SPARE NUMBER 36 1 WOMEN'S MIRROR D&T GLASS BARREL BOLTS 18" X 34" N151-118 37 1 MEN'S MIRROR D&T GLASS - 18" X 34" 38 - SPARE NUMBER ATL. CUSTOM FAB. CUSTOM 2(12"x34") 1(34"x35") 1(24" x34") 90 39 1 CASHIER'S STAND ATL. CABINET SHOP CUSTOM 91 1 40 1 WET CHEMICAL EXTINGUISHER BUCKEYE WC 6 UL/ULL RATING 1-A:K HAND DRYER (MEN) 41 5 4 -SEAT BOOTH (30" TABLE TOP) ROBERTSON FURN. CUSTOM COAT HOOK (MEN) NATIONAL MFG. 42 1 6 -SEAT HIGH COUNTER ATL. CABINET SHOP CUSTOM ATL. CUSTOM FAB. CUSTOM 43 1 5 -SEAT LOW COUNTER ATL. CABINET SHOP CUSTOM CUSTOM INSTALLED BY G.C. 44 1 3 -SEAT LOW COUNTER ATL. CABINET SHOP CUSTOM W/ BREAD STORAGE SHELVES _ 45 1 COKE RACK METRO SUPER ERECTA CHROMATE FINISH 46 - SPARE NUMBER 62 8 MENU HOLDERS 47 1 MUSIC MACHINE(N.I.C.)- SPEAKER KIT(IN TRAILER) TOUCH TUNES ALLEGRO MX -1 FURNISHED & INSTALLED BY METRO DIST. 120 1 48 20 METAL TABLE NUMBERS SPECIALTY ENGRAVING CUSTOM FURNISHED & INSTALLED BY LES 49 1 H/C 4 -SEAT BOOTH (30" TABLE TOP) ROBERTSON CUSTOM 6425 50 15 MURAL SIGN PACKAGE CUSTOM GRAPHICS CUSTOM FURNISHED BY LES, INSTALLED BY G.C. 51 1 CASH REGISTER NCR SILVER FURNISHED BY OWNER, INSTALLED BY G.C. 120 1 52 - WALL EXHAUST FAN GREENHECK CW 141 B 120 1 53 1 "TO -GO" ORDER SIGN CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. 54 - SPARE NUMBER ROOF EXHAUST FAN GREENHECK 69 55 1 (4 -SEAT BOOTH) END PANEL ATL. CABINET SHOP CUSTOM VARIOUS SIZES 56 1 "PAY CHECK HERE" SIGN W/ CHAIN A.B.C. CUSTOM INSTALLED BY G.C.-FURNISHED BY OWNER 57 4 1/6 PAN HOLDER ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY LES 58 1 59 4 EMPLOYEE COAT RACK 14" LONG SOAP DISPENSER ATL. CUSTOM FAB. IMPACT CUSTOM 9336 FURNISHED BY LES, INSTALLED BY G.C. 2.2 18.3 6.0 • 1.8 18.0 8.0 • 8.0 • 0.6 1 10.0 1 • • 1/2" 1" 1 3" 1" 1 24,000 60 1 LOW -COUNTER END PANEL ATL. CABINET SHOP CUSTOM 102 61 - SPARE NUMBER 1622TL-BK 103 5 62 8 MENU HOLDERS AMERICAN METALCR CS125 SPARE NUMBER 63 1 HOOD FIRE SUPPRESSION SYSTEM BADGER RANGE GUARD 2.5 GAL FURNISHED & INSTALLED BY SUPPLIER 64 - SPARE NUMBER TV/DVD BRACKET MONOPRICE 6425 65 1 ICE MACHINE HOSHIZAKI KM-515MAH/B30OPF PVC DRAIN LINES (3) BY PLUMBER 115 1 13.0 • 3/4" (3)3/4" 3" 66 2 HIGH CHAIRS KOALA KARE KB850-01-KD 2 67 - SPARE NUMBER 113 4 CUP DISPENSER 68 - SPARE NUMBER 1 ROOF EXHAUST FAN GREENHECK 69 1 3 -COMPARTMENT SINK GSW SE18183D GSW #AA -714G FAUCET -PVC DRAIN LINES BY PLUMBER 3/4" 3/4" 1 1/4" 3" 3" 70 1 FIRE EXTINGUISHER DRY CHEMICAL BUCKEYE 10# ABC UL RATING 80:BC 71 1 HAND SINK IN REAR SUPPORT AREA KOHLER K-1728 3/4" 1/2" 1 3/4" 3" 3" 72 - WATER SOFTENER KINETICO PREMIER MODEL Q850 OD WIRE WALL SHELF 73 SUPER ERECTA SPARE NUMBER 1 TV INSIGNIA 74 120A SPARE NUMBER DVD PLAYER INSIGNIA DVD: NS-D160A14 75 1 EXTERIOR YELLOW DELIVERY SIGN CUSTOM GRAPHICS CUSTOM FURNISHED BY LES, INSTALLED BY G.C. 76 1 WORK TABLE ATL. CUSTOM FAB. CUSTOM 2 77 - CO2 TANK - CARBON DIOXIDE NUCO2 160NL SPARE NUMBER 78 1 CO2 TANK -CARBON DIOXIDE (OUTSIDE) NUCO2 30ONL 24"X24" CONCRETE PAD AT EXT. LOCATION 79 1 CHEMICAL STORAGE CABINET ATL. CABINET SHOP CUSTOM FURNISHED & INSTALLED BY L.E.S. 80 - SPARE NUMBER ATL. CUSTOM FAB. CUSTOM 128 81 1 MOP HANGER ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY L.E.S. 82 - SPARE NUMBER 130 2 PAPER TOWEL DISPENSER 83 10 BULLETIN BOARDS (VARIOUS SIZES) 6 HIGH COUNTER STOOLS INSTALLED BY G.C. 84 1 MANAGER'S DESK ATL. CABINET SHOP CUSTOM FURNISHED BY L.E.S., INSTALLED BY G.C. 85 1 CASH DRAWER BOX ATL. CUSTOM FAB. CUSTOM FURNISHED BY L.E.S., INSTALLED BY G.C. 86 SPARE NUMBER SPARE NUMBER 135 87 3 BARREL BOLTS NATIONAL MANU. N151-118 INSTALLED BY G.C. 88 - SPARE NUMBER - SPARE NUMBER 89 4 KICK PLATES ATL. CUSTOM FAB. CUSTOM 2(12"x34") 1(34"x35") 1(24" x34") 90 1 MANAGER'S STOOL ROYAL INDUSTRIES 7711B INSTALLED BY LES 91 1 HAND DRYER (WOMEN) WORLD DRYER J -971A3 INSTALLED BY G.C. 120 1 17.0 • 92 1 HAND DRYER (MEN) WORLD DRYER J -971A3 INSTALLED BY G.C. 120 1 17,0 • 93 1 COAT HOOK (MEN) NATIONAL MFG. 199-190 INSTALLED BY L.E.S. 94 2 TISSUE DISPENSER ATL. CUSTOM FAB. CUSTOM FURNISHED BY LES, INSTALLED BY G.C. 95 1 "BREAKDOWN CARDBOARD BOXES..." SIGN CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. 96 1 PURSE HOOK (WOMEN) NATIONAL MFG. 199-190 INSTALLED BY LES 97 2 REST ROOM TRASH CANS RUBBERMAID FG294700GRAY 17" ROUND W/ LID 98 3 DOOR SIGNS (WOMEN, MEN, RESTROOMS) CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. 99 4 GRAB BAR MOEN (2) R8942P/ (2) R8948P INSTALLED BY G.C. 100 2 1 REAR DOOR HASP (LOOP ONLY) NATIONAL MFG. I N236-794 152 NOTES: 1. ALL FOOD SERVICE EQUIPMENT SHALL BE N.S.F. APPROVED. 2. THE EXHAUST FAN IS WIRED TO SWITCH ON BACK BAR. 3. ALL EQUIPMENT, INCLUDING SHELVING, MUST HAVE A MIN. 6" CLEARANCE ABOVE THE FLOOR OR COUNTERTOP. IF 6" CLEARANCE IS NOT MAINTAINED EQUIPMENT SHALL BE; SEALED TO FLOOR/CTRTOP, ON CASTORS, OR READILY MOVEABLE FOR CLEANING. 4. EQUIPMENT SHALL BE DESIGNED & INSTALLED TO PREVENT CRACKS, CREVICES, OR SPACES THAT ARE UNCLEANABLE OR UNREACHABLE. UPHOLSTERY 1. BOOTH BACK CUSHIONS SHALL BE UPHOLSTERED W/ MOBERN MERRITT JENNA RED. PLASTIC LAMINATE 1. CABINETWORK, EXCEPT AS NOTED BELOW, SHALL BE LAMINATED WITH WILSONART BEIGE NEBULA, #4624-60-107 2. COUNTER TOPS AND TABLE TOPS SHALL BE WILSONART GRAPHITE NEBULA #4623-60-107 NOTE: HEIGHTS SHOWN: I.E. +84" ARE FROM FINISHED FLOOR TO BOTTOM OF SIGN, EQUIP., DEVICE, ETC. FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL ITEM QTY DESCRIPTION MANUFACTURER MODEL NO REMARKS LOAD E.C. T VOLT PH INALI HP I KW I AMP 101 2 DRY STORAGE DUNNAGE RACKS METRO BOW -TIE DUNNAGE 102 1 FILING CABINET OFFICE DEPOT 1622TL-BK 103 5 DRY STORAGE SHELVING UNITS METRO SUPER ERECTA 104 - SPARE NUMBER INSTALLED BY MECHANICAL CONTRACTOR 120 1 105 106 1 - WATER HEATER SPARE NUMBER AO SMITH BT -80 107 1 TV/DVD BRACKET MONOPRICE 6425 108 109 110 1 4 1 MOBILE COFFEE STAND COOLER/FREEZER DUNNAGE RACKS CLOCK (BATTERY OPERATED) GSW METRO CUSTOM GRAPHICS C-23WM BOW -TIE DUNNAGE CUSTOM 111 - SPARE NUMBER 42" LONG 120 1 112 2 RESTROOM EXHAUST FAN NUTONE 696N 113 4 CUP DISPENSER SANJAMAR C440OPF 114 1 ROOF EXHAUST FAN GREENHECK XRUD-141-VG 115 1 CLOSET END BEVERAGE STAND DELFIELD CUSTOM-WHOOOA4' 116 1 STRETCH END BEVERAGE STAND DELFIELD CUSTOM-WH000A41 117 1 BACK BAR WALL SHELF DELFIELD CUSTOM ST. STL. 118 1 PLATE SHELF DELFIELD CUSTOM ST. STL. 119 2 WIRE WALL SHELF METRO SUPER ERECTA 120 1 TV INSIGNIA TV: NS-19D220NA16 120A 1 DVD PLAYER INSIGNIA DVD: NS-D160A14 121 1 TO -GO SHELF DELFIELD CUSTOM ST. STL. 122 1 UNIT IDENIFICATION SIGN CUSTOM GRAPHICS CUSTOM 123 2 36" FLAT GRILL WELLS MFG. NATWG-2436G 124 - SPARE NUMBER 125 2 STEAK WEIGHT HOLDER ATL. CUSTOM FAB. CUSTOM 126 1 GAS MANIFOLD ASSEMBLY DORMONT CUSTOM 127 1 BLACK CASH BOX ATL. CUSTOM FAB. CUSTOM 128 2 1 TELEPHONE AT&T 210 -BK 129 1 PRE -RINSE SPRAY ASSEMBLY T&S B-2263 130 2 PAPER TOWEL DISPENSER TRUE VALUE CUSTOM 131 6 HIGH COUNTER STOOLS VITRO SEATING X-52UG/ CUSTOM 132 - EXHAUST GREASE BUCKET W/ LID TRUE VALUE CUSTOM 133 SPARE NUMBER 134 SPARE NUMBER 135 PREP SINK GSW SE1818L 136 1 7 -PAN CONDIMENT PAN HOLDER DELFIELD CUSTOM ST. STL. 137 - SPARE NUMBER 138 1 COMPUTER EQUIPMENT(N.I.C.) W/HP PRINTER HEWLETT PACKARD M401 139 1 WALK-IN COOLER/FREEZER/LIGHTS/ETC. ICS CUSTOM 140 3 COOLER / FREEZER SHELVING UNITS METRO SUPER ERECTA 141 1 "WE CAN NOT CASH CHECKS" SIGN CUSTOM GRAPHICS CUSTOM 142 1 "SHIRT AND SHOES..." SIGN CUSTOM GRAPHICS CUSTOM 143 - SPARE NUMBER 144 1 FRESH AIR SYSTEM HOOD SIGN CUSTOM GRAPHICS CUSTOM 145 2 LID DISPENSER SAN JAMAR L3402 146 3 QUICK DISCONNECT HOSES DORMONT 42SO194 147 1 COFFEE WARMER BUNN-O-MATIC WX-2 148 6 TICKET HOLDERS RYERSON CUSTOM 149 1 JUICE DISPENSER CRATHCO D15-4 150 1 JUICE DISPENSER DOUBLE BOWL CRATHCO E-29 151 6 CLOSET SHELVES ATL. CABINET SHOP CUSTOM 152 1 EMPLOYEE TIME CLOCK ELO 1517L 153 - INTERIOR MOP SERVICE BASIN MOLDED STONE MSB -2424 / 830AA 154 155 156 1 1 - NO LOITERING SIGN SUPERINTENDENT'S PLAQUE (N.I.C.) SINK SPLASH GUARD CUSTOM GRAPHICS ATL. CUSTOM FAB. CUSTOM CUSTOM 157 1 EMPLOYEE MIRROR GLASS CONTRACTOR 12" X 48" 158 1 EXTERIOR FAUCET, FREEZE PROOF WOODFORD 27CP 159 - FLY FAN CURTRON CFD -TQ -2-36-1 HP2236PD 120 1 FURNISHED BY OWNER/INSTALLED BY G.C. 115 1 ZINC PROTOXY FINISH ® INSTALLED BY G.C.(BACK OF REGISTER) M FURNISHED BY LES, INSTALLED BY PLUMBER -)]00 =URNISHED BY LES, INSTALLED BY G.C. O FURNISHED BY LES, INSTALLED BY G.C. FURNISHED BY L.E.S. (BATTERIES NOT INCLUDED) m O FURNISHED BY LES, INSTALLED BY PLUMBER Fu INSTALLED BY MECHANICAL CONTRACTOR 120 1 FURNISHED & INSTALLED BY L.E.S. INSTALLED BY G.C. 115 1 ILLI 120 1 FURNISHED BY LES, INSTALLED BY G.C. "t • Lo I 18" LONG 120 1 60" LONG � CHROMATE FINISH FURNISHED BY L.E.S., INSTALLED BY G.C. 120 1 FURNISHED BY L.E.S., INSTALLED BY G.C. 120 1 42" LONG 120 1 FURNISHED BY LES, INSTALLED BY G.C. PLUMBER TO INSTALL, REGULATOR PROVIDED Lv >Q __---_-_--CID• 000 Ld 00O =URNISHED BY LES, INSTALLED BY PLUMBER FURNISHED & INSTALLED BY L.E.S. Z O FURNISHED BY L.E.S. FURNISHED W/ B -0970 -FE VACUUM BREAKER �V)z FURNISHED BY L.E.S. INSTALLED BY G.C. V)Q Q�w ROOF EXHAUST ONLY, INSTALLED BY G.C. CUSTOM COMPUTER, INSTALLED BY OWNER 120 1 DOOR HEATER, LIGHTS & DRAIN HEATER 115 1 METROSEAL 3 EPDXY FINISH ® INSTALLED BY G.C.(BACK OF REGISTER) M FURNISHED BY LES, INSTALLED BY G.C. -)]00 W O FURNISHED BY LES, INSTALLED BY G.C. m O FURNISHED BY LES, INSTALLED BY PLUMBER Fu 0 120 1 FURNISHED & INSTALLED BY L.E.S. =W 115 1 ILLI 120 1 FURNISHED BY LES, INSTALLED BY G.C. "t • Lo I FURNISHED & INSTALLED BY OWNER 120 1 Q oa � FURNISHED BY LES, INSTALLED BY G.C. FURNISHED BY OWNER, INSTALLED BY G.C. FURNISHED GLASS CONTRACTOR U C O FURNISHED BY LES, INSTALLED BY PLUMBER FURNISHED BY LES, INSTALLED BY ELECTRICIAN 120 1 MECHANICAL ,E GAS TO CW HW I W I IW I FD USP SIZE BTU 15.0 • 6.4 • 1_8 3_0 4.0 0.1 • 3/4 1 1 7.5 1 • I I I I I I I I _J -----40 j- - n O O ® NY_ I..1. M ❑ -)]00 W O m O un Fu 0 rl- i � o I W a =W Z N ILLI �0-_-_-_-- S "t • Lo I Z� CaO Q oa � F I U C O Qa C 1.� e 1106t0 Lv >Q __---_-_--CID• 000 Ld 00O Z O m it '1 �V)z p V)Q Q�w LL co Cy to to (n J to BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-3 DATE: OF 11/30/17 _27_ SHEETS 15.0 • 6.4 • 1_8 3_0 4.0 0.1 • 3/4 1 1 7.5 1 • I I I I I I I I _J -----40 j- - n O O ® NY_ I..1. M ❑ -)]00 W O m O un Fu 0 rl- i � o I W a =W Z N ILLI F]O S 0 Z� CaO Q oa � F I U C O Qa C 1.� e 1106t0 Lv >Q 000 Ld 00O Z O %I '1 �V)z NY_ I..1. W Q Q J 0 W a =W J cno �0L m Z� Q oa C� 0=) <O Qa W WLL- U_ Z V) D Lv >Q 000 Ld YI; Z O oc aLL �V)z p V)Q Q�w LL co Cy O to (n J CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-3 DATE: OF 11/30/17 _27_ SHEETS DATUM POINT DIMENSIONS: DIMENSIONS SHOWN ARE TO CENTERLINE OF STUB -UP MEASURED FROM 0'-0", 0'-0" 20.0 AMP/120/1 50*" A.F.F. DUPLEX 50}" A.F.F. PHONE JACK (6-8",11'-1") (6-2" 11'-1") i0*" A.F.F. LIGHT SWITCH 5'-8" 11,_1") 20.0 AMP/120/1 DUPLEX 60"A.F.F (1'-0", 11'-1") 120/1 4 -GANG OUTLET 35j" A.F.F (7'-0",11'-10") 35#" A.F.F. PHONE JACK (7--0",12'-4") CONDUIT FOR DATA OUT WALL CABLE 12.0 AMP/115/1 81 7/8"AFF REF. (1'-0",14'-5') 1.5 AMP/115/1 COKE DISPENSER (3'-3",14'-11") 3.0 AMP/120/1 JUICE DISPR 1/2 HP, 120/1 COFFEE GRINDER (7'f" 14'-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 3.0 AMP/120/1 I 1NGLE TWIST LOCK ,E MACH. 74" A.F.F. )1.10„ 0'_0„) I I 3.2 AMP/115/1 15.5 AMP/208/230/1 TOTAL DOOR HEATER & LIGHT WALK -IN -FREEZER. FREEZER CONDENSING UNIT ABOVE 10.6 AMP/208/230/1 TOTAL WALK -IN -COOLER. TO BE INTER -LOCKED TO COIL. _ COOLER CONDENSING UNIT ABOVE TO BE INTER -LOCKED TO COIL /- 3.2 AMP/115/1 DOOR HEATER & LIGHT n 12.0 P/115/1 - - - F. REFRIG No (18'-10" 3'-5") x 4'-6" 2'-2" 1'-11" 7.0 AARP/115/1 CARBONATOR �o (18-0,14-2) 50}"A.F.F. LIGHT SWITCH (18'-10', 5'-11") REAR SUPPORT 15.0 AMP/120/1 DUPLEX TEST 42"A.F.F. AREA (1)TWISTLICK-(1)STRAIGHT BLADE 15.0 AMP/120/1 DUPLEX 12" AFF 20.0 AMP/120/1 FOR COMMISSARY TWIST LOCK TEST 42"A.F.F (18'-10", 10'-1") AT WORKTABLE (TEST) (13,_1".14,_2„) 12.0 KW/120/1 20.0 AMP/120/1 15 AMP/120/1 COUNTERTOP WARMER DUPLEX, 78" A.F.F. SINGLE TWIST I pLK ¢D'A A 40" A.F.F. PHONE JACK 42"A.F.F. FOR DVD FOR CCTV I�IJMMI (22'-6" 14'_2") MANAGERS (12,_6„ 14,_2„) (t4,_1„ 14,_2„) (22,_0„ 14,_2„) UhA A III ou i I iii - CL 2442 'Z GL BAL NA ROW GLOBAL NARROW 24 32.51 -- - -- { 48 x 32.51 LL -1 1.0 AMP/120/1 DEDICATED CIRCUIT TO WATERPROOF SWITCH 18" A.F.F (38'-7", 2'-2") WATER HEATER MECH. L-� z.o Kwi1z0/1 WOMEN 48" A.F. F. DRYER (46.9" 2'-4") 01 O n ./ MEN 2.0 KW120/1 D 48" A.F.F. RYEI TOILET VESTIBULE VA 20 AMP/120/1 LOAD DUPLEX 102"A.F.F. --- MOUNTED IN CEILING - - I FOR CCN MONITOR 15AMP/120V (40'-0",14'-11") 1.2 KW/120/1 \ 4700 COUNTERTOP WARMER I (39,_7„ 14'_11") PLUG FID 15.5 AMP/120/208/1 COFFEE MAKER 'A EXHAUST FAN 1.8 KW/120/1 1 2.2 KW/120/1 1.2 KW/120/1 12.0 AMP/115/1 SWITCH WAFFLE BAKER TOASTER COUNTERTOP WARMER & 77" A.F.F. REFRIG I (37'-0",14'-11") 15.5AMP/120/208/1 (12'4",14'-11") (14'-7" 14'-11") 1 COFFEE MAKER (16'-9", 14'-11") 0.1 KW/120/1 (32'-11", 14'-5") (14'-3",14'-11") (16,-4" 14'-11") OMELET MIXER 3.0 AMP/120/1 (6-6",14'-11") (13.8" 14.11 ") JUICE DISPR (13'-0", 14'-11") (15'-11", 14'-11") (23'-11", 14'-11") 1.5 AMP/115/1 N FUTURE COKE DISPENSER I 1/2 HP, 120/1 15 AMP/120/1 -' (34'-9", 14' SANDWICH UNIT COFFEE GRINDER O7 i 1 (35'-10", 14'-11") ,.� w i I rn - (15'_6,' 14'-11") 1436: I' - - - - I I I I I I I D 0 O G \TT / ` L -30'X48 J I L-3 --- 24 AMP/120/1 DISHWASHER 66.0 KW/208/3 I NOTE: 1(27'-9", 23'-10") BOOSTER HEATER (31'-6", 24'-5") ALL ELECTRICAL CONDUIT IN DISHTABLE AREA SHALL BE RAISED 12" A.F.F. IN ORDER --_ PHONE JACK & OPTIONAL CASH REGISTER 1 CASH REGISTER 2 TO CLEAR DISHTABLE CROSSBRACING. 1 (18,_9„ 26,_1„) (22,_2„ 26,_1„) I I RES AURANT OPTIONAL 20 AMP/120/1 - VESTIBULE 4 -GANG OUTLET 1 20 AMP/120/1 (21'-10", 26'-1") 4 -GANG OUTLET 119,_1„ 26,_1„) I i 5.5 AMP/120/1 MUSIC MACHINE (23'-8", I 35' 6") � I NOTE: ELECTRICAL WIRING TO BE RUN OVERHEAD I IAND DOWN THRU STOREFRONT -SPEAKER WIRE NEEDS TO BE BEHIND MUSIC MACHINE I ------------------------------------------------------------T ----------------------------------------------------------- ' 200 WATT/120/1 INSTALL WIRING/CONDUIT FOR MUSIC MACHINECOFFEE WARMER (23'-8", 35'-6") i OVERHEAD AND DOWN THRU STOREFRONT , ELECTRICAL WIRING TO BE RUN OVERHEAD i AND DOWN THRU STOREFRONT NOTE: REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS ELECTRICAL CONNECTION PLAN ALE: 1/4" = 1'-0" ELECTRIC OUTLET SCHEDULE TYPE LOAD EQUIPMENT DESCRIPT QTY PASS + SEYMOUR A 15AMP/120V OMELET MIXER STEAM PAN JUICE DISP'R COFFEE GRINDER RECEPTACLE 5 4700 RECEPTACLE 1 4792 PLUG 5 4720 -CA PLATE 6 S-8 PLUG 3 4720-C B 20AMP/120V WAFFLE BAKERS TOASTERS RECEPTACLE 8 2310 PLUG 8 2311 PLATE 8 97101 D SWITCH EXHAUST FAN SWITCH 1 1221 PLATE 1 97071 E 20AMP 120/208V COFFEE MAKERS RECEPTACLE 2 2410 PLUG 2 2411 PLATE 2 97111 THIS DRAWING IS INTENDED TO SHOW THE LOCATION OF ELECTRICAL STUB -OUTS ONLY. SEE ELECTRICAL DRAWINGS FOR EXACT EQUIPMENT LOADS. PERMIT #-,. /,f ?� DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: C 30233 K-4 OF O F" n c 04, v W J CL rcoa�- aLo Li u X-C 0 WOOD)N O O U of Z O U � o c c_a o +� o v � o Lo I (O ai = L_� 0 1n O M LoN4E QN 0U 0) _c C 0 ir U Q� BOO Q I. c3:r3a)U) r3�C U 7 O W N 0 (1)o pv2.0 m Lr '0 C O N �o > to M +t+ -00-00 -n O O I O (0 o - o -0 G Lo L_O rn'moacN Y CZ c 4) 0 C 3XOLCt pr)u -0 y 0 0 0 c c .r (1)4-1o (/) C + FL- 0Of� L. 3Q DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: Y_ 30233 K-4 OF D 11/30/17 _27_ SHEETS W Q J CL (rn O aLo ruil O O U of Z O J Z0) N LL o s >.. o0 }- 0 Fol�v0 a Q ir U Q� BOO 0 r3�C U LL_c Y UOo \ Z F- Lf Lu Lj w O w Z m00 rn � U L0 (o Cl O DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: Y_ 30233 K-4 OF DATE: 11/30/17 _27_ SHEETS W Q J CL Q Z O J U a_ m Z Z of }- 0 ZO a Q ir U Q� BOO Q Ld LL U 0 00 Ld Y UOo \ Z F- Lf Lu Lj w O w Z W � U (o Cl O n V) CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-4 OF DATE: 11/30/17 _27_ SHEETS I as a LL 0 CL0 3 0 a 0 t M n 0 m DATUM POINT DIMENSIONS: DIMENSIONS SHOWN ARE TO CENTERLINE OF STUB -UP MEASURED FROM 0'-0", 0'-0" (0-4 4'-7") (1'-1 ",4'-11 ") (0'-3", 5'-3") 1/2" CW UP TO FEED COKE MACHINE (2'-11", 14'-11") I I I I I I I I I I I I I I I I I I I I I I VESTIBULE I I I I 'f L---- ,I II I l---------------- 3/4" CW UP FROM MECHANICAL ROOM (10'-3", 0'-3") 3"WASTE (9'-10" 0'-3") I 1 3" WASTE I 12"x12" FLOOR SINK 3/434 UP 3/4" CW UP I (5'-3" 0'-3") (5-11" 0'-3") I NOTE' ALL DRAIN LINES FROM SINKS & EQUIPMENT SHALL BE PROPERLY SECURED • TO PREVENT MOVEMENT OR DAMAGE DURING RESTAURANT CLEANING OPERATIONS. REAR SUPPORT AREA 3/4" CW UP TO HAND SINK (6-10",10'-8") 3" WASTE 1/2" HW UP TO HAND SINK IMANAGERS _&1\Toqr" I = / NARROW / 1/2" CV7 UP TO FEED 4" DIA. PVC CHASE 16" BELOW FLOOR W/LONG o®0 24 x 32.51 m WATER DISPENSER C% z g 1/2" CW UP TO FEED -ccOa�— 3" WASTE :• .• 90,DENSATE COFFEE MACHINE / j� WASTE 2w FLOOR SINK (5'-10", 16'-10") 3/4" TEMPERED WATER UP TO HOSE BIBB (17,_5" V-10") 3" HUB DRAIN FLOOR SINK (14'_2" 16_10") ••- DRAII ff ■-•:NARROW- / 1/2" CV7 UP TO FEED 4" DIA. PVC CHASE 16" BELOW FLOOR W/LONG o®0 /� m WATER DISPENSER SWEEP "ELLS" OR (2) 45-S AT EACH END- z g / / -ccOa�— (33'-7", 14'-11") :• .• 90,DENSATE -0OV)N` 0) / j� WASTE 2w o=o .� Q LINES 0 I (op "' INSTALLED to M (28'-10",24'4") 3" WASTE to c 12"x12" FLOOR SINK Q rn corn3' -0 3 0 NLLJ N N O40 0=-0 °°Ld 00 N 0 U _ ONv�C43 CL N N M =11 a li v aC U� 7 p004- n V) (o > v It L -O to .N O a In N E6ca�yp Y FLOOR SINK (14'_2" 16_10") ••- DRAII ff ■-•:NARROW- 1 BLACK STEEL PIPE DROP DOWN & RUN ALONG TOP OF BASE TILE TO REAR HAND SINK AREA (SEE "P" SHEETS) 3 1/2" NIPPLE REAR OF CHEF STATION UNION FURNISHED AND INSTALLED BY PLUMBER FURNISHED BY L.E.S. INSTALLED BY PLUMBER TEE 24" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO 36" FLAT GRILL & INSTALL REGULATOR FURNISHED ❑ BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF VALVE NIPPLE TEE MEN (36-11" TOILET VESTIBULE FLOOR SINK O) II E 4" WASTE (40'-6", 5'-3") 1" CW UP (40'-3", 6'-4") 1/2" CW UP (40--l", 6'-7") 3" WASTE 1/2" HW UP_ (39,_9" (39,-5„ 6,_7") F.D. (38'-1", T-1 1" CW UP (36-6%6-6") 4" WASTE (36-3" T-7") I I 46 II I I 3/4" HW UP I 3" FLOOR DRAIN34'-0", 24'-0" (11'-6".24'-5") I I 0 0 0 (2) I 30"X48' I( ) I L_30`X48"J 3/4" HW UP 3" WASTE (27'_1" 24,_10") (34,_0" 24' 4") I 3/4" CW UP I 3" FLOOR DRAIN - - - --- - RESTAURANT (24'-3 34'-3°) - I I I I ----------------------------- I I ------------T - ------------------------------------------- i I SLAB PLUMBING ROUGH -IN PLAN SCALE: 1/4" = 1'-0" 1" ELBOW SHUT-OFF VALVE NIPPLES 36" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO TWO -EYE BURNER ❑0 & INSTALL REGULATOR FURNISHED BY L.E.S. —24" QUICK DISCONNECT FURNISHED 0 BY L.E.S. RUN -TO 24" FLAT GRILL & INSTALL REGULATOR FURNISHED BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF VALVE NIPPLE GAS MANIFOLD & PIPING DETAIL NOT TO SCALE NOTE: INSTALL WITH SHUT-OFF VALVE HANDLES AND REGULATORS DOWN, AWAY FROM BOTTOM OF GRILLS THIS DETAIL IS DIAGRAMMATIC AND IS FOR INFORMATIONAL PURPOSES ONLY. VERIFY EXACT REQUIREMENTS WITH MANUFACTURER, LOCAL CODE OFFICIALS AND SITE CONDITIONS. THIS DRAWING IS INTENDED TO SHOW THE LOCATION OF PLUMBING STUB -OUTS ONLY. SEE PLUMBING DRAWINGS FOR EXACT STUB -OUT SIZE. 1/2" CW UP TO FEED COFFEE MACHINE. PLUMBING NOTES: 1. COFFEE MACHINE WATER LINES SHALL EXTEND 3" BEYOND FERRULE HOLE W/ SHUT-OFF BY PLUMBER. 2. COKE MACHINE 1/2" WATER LINE REDUCED AND FITTED W/ 3/8" MALE FLARE BY PLUMBER FOR CONNECTION BY SUPPLIER. 3. EXTEND 1" GAS LINE THRU CHEF'S STAND AND INSTALL GAS LINE MANIFOLD. 4. ALL PLUMBING CONNECTIONS AT DISHTABLE SHALL BE OF HARD COPPER. SINK WASTES SHALL BE PVC. 5. SLOPE FLOOR 1/4" PER FOOT IN LAST 2'-0" TO ALL FLOOR DRAINS. 6. THIS SHEET TO BE USED IN CONJUNCTION W/ "P" SHEETS n— FR lAIT #a.. _ /E 3 ? Z l �r / 1/2" CV7 UP TO FEED 4" DIA. PVC CHASE 16" BELOW FLOOR W/LONG o®0 /� m WATER DISPENSER SWEEP "ELLS" OR (2) 45-S AT EACH END- z g / / -ccOa�— (33'-7", 14'-11") LOCATION IS CRITICAL FOR ACCESSIBILITY & TO MISS EQUIPMENT, LEGS, SHELVES ETC. -0OV)N` 0) / j� WASTE 2w o=o N Q (33 11 ) 0 I (op "' +� a N O 0 0 w to M (28'-10",24'4") 3" WASTE to c 12"x12" FLOOR SINK Q rn corn3' -0 3 1 BLACK STEEL PIPE DROP DOWN & RUN ALONG TOP OF BASE TILE TO REAR HAND SINK AREA (SEE "P" SHEETS) 3 1/2" NIPPLE REAR OF CHEF STATION UNION FURNISHED AND INSTALLED BY PLUMBER FURNISHED BY L.E.S. INSTALLED BY PLUMBER TEE 24" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO 36" FLAT GRILL & INSTALL REGULATOR FURNISHED ❑ BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF VALVE NIPPLE TEE MEN (36-11" TOILET VESTIBULE FLOOR SINK O) II E 4" WASTE (40'-6", 5'-3") 1" CW UP (40'-3", 6'-4") 1/2" CW UP (40--l", 6'-7") 3" WASTE 1/2" HW UP_ (39,_9" (39,-5„ 6,_7") F.D. (38'-1", T-1 1" CW UP (36-6%6-6") 4" WASTE (36-3" T-7") I I 46 II I I 3/4" HW UP I 3" FLOOR DRAIN34'-0", 24'-0" (11'-6".24'-5") I I 0 0 0 (2) I 30"X48' I( ) I L_30`X48"J 3/4" HW UP 3" WASTE (27'_1" 24,_10") (34,_0" 24' 4") I 3/4" CW UP I 3" FLOOR DRAIN - - - --- - RESTAURANT (24'-3 34'-3°) - I I I I ----------------------------- I I ------------T - ------------------------------------------- i I SLAB PLUMBING ROUGH -IN PLAN SCALE: 1/4" = 1'-0" 1" ELBOW SHUT-OFF VALVE NIPPLES 36" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO TWO -EYE BURNER ❑0 & INSTALL REGULATOR FURNISHED BY L.E.S. —24" QUICK DISCONNECT FURNISHED 0 BY L.E.S. RUN -TO 24" FLAT GRILL & INSTALL REGULATOR FURNISHED BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF VALVE NIPPLE GAS MANIFOLD & PIPING DETAIL NOT TO SCALE NOTE: INSTALL WITH SHUT-OFF VALVE HANDLES AND REGULATORS DOWN, AWAY FROM BOTTOM OF GRILLS THIS DETAIL IS DIAGRAMMATIC AND IS FOR INFORMATIONAL PURPOSES ONLY. VERIFY EXACT REQUIREMENTS WITH MANUFACTURER, LOCAL CODE OFFICIALS AND SITE CONDITIONS. THIS DRAWING IS INTENDED TO SHOW THE LOCATION OF PLUMBING STUB -OUTS ONLY. SEE PLUMBING DRAWINGS FOR EXACT STUB -OUT SIZE. 1/2" CW UP TO FEED COFFEE MACHINE. PLUMBING NOTES: 1. COFFEE MACHINE WATER LINES SHALL EXTEND 3" BEYOND FERRULE HOLE W/ SHUT-OFF BY PLUMBER. 2. COKE MACHINE 1/2" WATER LINE REDUCED AND FITTED W/ 3/8" MALE FLARE BY PLUMBER FOR CONNECTION BY SUPPLIER. 3. EXTEND 1" GAS LINE THRU CHEF'S STAND AND INSTALL GAS LINE MANIFOLD. 4. ALL PLUMBING CONNECTIONS AT DISHTABLE SHALL BE OF HARD COPPER. SINK WASTES SHALL BE PVC. 5. SLOPE FLOOR 1/4" PER FOOT IN LAST 2'-0" TO ALL FLOOR DRAINS. 6. THIS SHEET TO BE USED IN CONJUNCTION W/ "P" SHEETS n— FR lAIT #a.. _ /E 3 ? Z l �r KITCHEN EQUIPMENT r— 0 JOB NO: 30233 r O o®0 O c � m -p +� m M J❑ z g I Y -ccOa�— !. N ❑ -0OV)N` 0) L. U In O I z O 2w o=o N Q Lo 0 I (op "' +� a N O 0 0 w to M 0 (D v m .— to c -x Q rn corn3' -0 3 0 NLLJ N N O40 0=-0 °°Ld 00 N 0 U _ ONv�C43 CL N N M p a li v aC U� 7 p004- n V) (o > v It L -O to .N O a In N E6ca�yp Y .I. DRAWN BY: OL CL M K/KC Q I C 0v�° v 0 +t+ 0 N :3 0.j 3Q o` KITCHEN EQUIPMENT r— 0 JOB NO: 30233 r O o®0 Q m M J❑ z g I Y o0 ❑ N ❑ L. U In O I z O 2w Z N LL ❑ Q 0 o z cr I• ov a❑ �0 c ❑v L. LL. Q ND (o Ur z °°Ld 00 U L L0 U KITCHEN EQUIPMENT r— 0 JOB NO: 30233 Y m Q m o z g I Y � z O 2w J C) Q 0° z z cr Q O < C Q ND W Ur z °°Ld Y U L Z U n V) O 0) CHECKED BY: MDP/MK DRAWN BY: U M K/KC Q I KITCHEN EQUIPMENT r— 0 JOB NO: 30233 SHEET K-5 OF _27_ SHEETS m Q DATE: 11/30/17 FINISH SCHEDULE RH DOOR SCHEDULE C15 SPACE FLOOR BASE WALLS CEILING HT. � DOORS FRAME HARDWARE Of TILE: SUMMITVILLE-STRATA QUARRY TILE TILE: SUMMITVILLE CMU W/ CERAMIC TILE (AS NOTED) @ EXT. WALLS 1/2" W/ CERAMIC TILE 2'X2' GRID: USG DONN DX/DXL SUSPENSION SYSTEM, #54 DRIFTWOOD (4x8) STRATA QUARRY TILE (6x6) (AS NOTED) @ INT. WALLS, SEE ELEVATIONS FOR FULL DETAILS SILVER SATIN #002 RESTAURANT WIDT GROUT: SEE REMARK#1 #54 DRIFTWOOD (6x6) CERAMIC TILE: AMERICAN OLEAN LAY -IN TILE: PARKLAND PERFORMANCE-SPECTRATILE, MARK LOCATION H HT TK DESCRIPTION FINISH SIGNS DESCRIPTION FINISH HINGES LOCKSET MISCELLANEOUS REMARKS & VESTIBULE NON -SLIP PATH FOR EMPLOYEES: EIELQ: WHITE (3x6) GRAY, 2'x2', NON -PERFORATED (FINALE) 8'10" SILIKAL-SEAMLESS REACTIVE RESIN & GROUT: SEE REMARK #1 ACCENT STRIPE: VILLI GLASS MULTIBLEND (6X12), BLACK (2X2), OVER FOOD PREP AREAS. QUARTZ FLOORING SYSTEM, CUSTOM GRAY (1X2), LIME (1X1) PERFORATED (ACOUSTIC) OVER CUSTOMER AREAS COLOR BLEND GROUT: SEE REMARK #2 SEE REFLECTED CEILING PLAN FOR LAYOUT OLD CASTLE BUILDING CLOSER: NORTON SURFACE MOUNTED VESTIBULE ENVELOPE OLD CASTLE BUILDING (2) STANDARD OFFSET MS 1850 THRESHOLD: CECO 4251V/30 TILE: DALTILE-QUARRY TILE, TILE: DALTILE-QUARRY TILE FIBER REINFORCED POLYESTER(FRP) PANELS ON 3'-0" 7'-0" t -3/a" "ALUMINUM" NONE "ALUMINUM" t, 3 ASHEN GRAY (8x8) ASHEN GRAY (5X8) 1/2" GWB ON 2x4 METAL STUDS, TYP. @ INTERIOR WALLS. 2'X2' GRID: USG DONN DX/DXL SUSPENSION SYSTEM, 1 (SELF-CLOSING) W/ TEMPERED SAFETY ENVELOPE PIVOT A505 PUSH BAR: OLD CASTLE BUILDING ENVELOPE REAR GROUT: SEE REMARK #1 SILVER SATIN #002 GLASS ANGLE STOP: 1480 626 NON -SLIP PATH FOR EMPLOYEES: MARLITE: #FR -P100 -WHITE LAY -IN TILE: PARKLAND PERFORMANCE-SPECTRATILE, HMD ENVOYA6018GA SUPPORT GRAY () , 2'x2', NON -PERFORATED FINALE 8,-0" SHERWIN SHERWIN WALL STOP: 236W US32D SILIKAL - SEAMLESS REACTIVE RESIN GROUT: SEE REMARK #1 3070 F 1-3/4" LHR(2) MPS60 SPRING HINGES FRP ON CMU - EXT. WALLS WILLIAMS WILLIAMS KICK PLATE: 190S 8X34 US32D AREA &QUARTZ FLOORING SYSTEM, (SEE REFLECTED CEILING PLAN FOR LAYOUT) TOILET VESTIBULE 9X30SLIMLINEKITW/114"CLEAR MTL FR DU47816 CRS 41/2"X41/7 USP CUSTOM COLOR BLEND MARLITE: #FR -P100 -WHITE (SELF-CLOSING) TEMPERED GLASS 534 3070 KD RH (1)MP67sFULL MORTISE T-0" T-0" 1-3/4" INDUSTRIAL NONE INDUSTRIAL NONE DOOR PULL: 15 630 2,4 DOOR EDGE FILLER PLATE 86 EDGE 2 ENAMEL ENAMEL 4112" X 41/2"USP DOOR SLEEVE: D52 (PREP PULL ONLY) TILE: SUMMITVILLE BASE: SUMMITVILLE FIBER REINFORCED POLYESTER PANELS ON EF86 B -54B11 B -54B11 VESTIBULE: PVC COATED STRATA QUARRY TILE, #54 DRIFTWOOD STRATA QUARRY TILE (6x6) 1/2" GWB ON 2x4 METAL STUDS, NP. SHERWIN #54 DRIFTWOOD (6x6) WALLS SHALL EXTEND TO CEILING. O CECO - SC0534P WILLIAMS 1 FRP ON 1/2" GWB AND FRP ELIASON SCP8 SOLID CORE PARTITION DOOR STOP: 434xUS2C-TOP MOUNT 18"H. ST. STEEL MANAGERS 8'-6" 3 BACKBAR 3'-0" 7'-0" 1-3/4" "ALUMINUM" NONE 3070N61 ELIASON HINGE INDUSTRIAL BY MANUFACTURER NONE GROUT: SEE REMARK #1 GROUT: SEE REMARK #1 MARLITE: #FR -P100 -WHITE W/T'X30" WINDOW REINFORCED & WELDED ENAMEL KICK PLATE ST. STEEL EDGE TRIM CLOSET B -54B11 HMD ENVOY A60 1 SGA SHERWIN SHERWIN TILE: DALTILE-QUARRY TILE BASE: DALTILE - QUARRY TILE FIBER REINFORCED POLYESTER (FRP) PANELS ON OUT F 1D I LH PASSAGE WILLIAMS WILLIAMS (3)MP679 LEVER -FALCON ASHEN GRAY (8x8) ASHEN GRAY (5x8) 1/2" GWB ON METAL STUDS - INTERIOR (2' x 2') GRID: 4 CUT OUT AND INSTALL M14 0 0 K 16 CRS COMMISSARY 3'-0" 7'-0" 1-3/4" INDUSTRIAL NONE INDUSTRIAL ANGLE STOP: 1480626 2,5 USG DONN DX/DXL SUSPENSION SYSTEM 24" X 60" L -FRA 100 GPZ ENAMEL 814 3070 KD LH(S) ENAMEL 4 1/2 X412" USP BARREL 626, WALLS SHALL EXTEND TO UNDERSIDE OF DECK. EXPANDED METAL MESH BARREL BOLT COMMISSARY GROUT: SEE REMARK #1 SILVER SATIN #002 B-54611 B-54611 MARLITE: #FR -P100 -WHITE 59"X23" " ' HMD ENVOY A60 18GA IN TILE: 8-6 NON -SLIP PATH FOR EMPLOYEES: GROUT: SEE REMARK #1 LAY-SHERWIN MTL FR SU 16 CRS SHERWIN PARKLAND PERFORMANCE-SPECTRATILE, WHITE, 3070 F 1-314" LHR CRASH CHAIN: HDCC-2512 626 SILIKAL-SEAMLESS REACTIVE RESIN & FRP ON CMU -EXT. WALLS WILLIAMS 834 3070 RH (H400;S) WILLIAMS CUT OUT &INSTALL 18"X12" (3) MP879 DOOR STOP: 268E US26D MARLITE: #FR -P100 -WHITE 2' x 2' NON -PERFORATED (FINALE) MECHANICAL ROOM 3'-0" 7'-0" 1-3/4" EXT ACRYLIC NONE WELD FRAME, BLANK EXT ACRYLIC BARREL BOLT 2 QUARTZ FLOORING SYS, CUSTOM COLOR 5 LOUVER LE TOP &BOTTOM 41%2 X412"uSP DOOR PULL: 33E 4X16 US32D LATEX, "OLD STRIKE W/PLATE - FS 260 LATEX, "OLD BASE: SUMMITVILLE-QUARRY TILE EF86 FILLER PLATE 86 PREP REDWOOD" PC REDWOOD" DRIP CAP: 16 A 40 TILE: SUMMITVILLE-STRATA QUARRY TILE TILE ON 1/2" GWB: AMERICAN OLEAN -CERAMIC TILE 36" DOOR CAP #54 DRIFTWOOD (4x8) #54 DRIFTWOOD (64) SHERWIN SHERWIN PASSAGE FIELD: WHITE (3X6) HMD ENVOY A60 18GA WILLIAMS WILLIAMS TOILET MTL FR DU478 16 CRS (3) MP679 FULL MORTISE LEVER -FALCON ACCENT STRIPE: VILLI GLASS MULTIBLEND (6x12), METAL STUDS WITH 1/2" GWB AND FRP 8'-0" 6 MANAGER'S CLOSET T-0" 6'-8" 1-3/4" 3068 F 1-3/4" RHR INDUSTRIAL NONE 534 3068 KD LH(S) INDUSTRIAL 417X412" USP B101 -D626, ANGLE STOP: 1480 626 2,5 VESTIBULE GROUT: SEE REMARK #1 GROUT: SEE REMARK #1 BLACK (2x2), GRAY (1x2), LIME (1x1) PREP THRU-BOLT HOLES ENAMEL ENAMEL BARREL BOLT B-541311 B-54BIl GROUT: SEE REMARK #2 SHERWIN SHERWIN HMD ENVOY A60 18GA WILLIAMS WILLIAMS STOREROOM ANGLE STOP: 1480 626 TILE: DALTILE-AVONDALE CERAMIC BASE: MTL 3070 78 16 CRS (3) MPS60"X4-1 NG HINGE _ CMU WI CERAMIC TILE (AS NOTED) @EXT. WALLS 7 EMPLOYEE (SELF-CLOSING) 3'-0" 7'-0" 1-3/4" 3070 F 1-3/4" RH INDUSTRIAL NONE INDUSTRIAL LOCK 6581-D VIEWER: U 698 B 26D 2,5,6 WEST TOWER 2" x 4" SCHLUTER COVED BASE, BEIGE 1/2" GWB W/CER. TILE (AS NOTED) @INT. WALLS PREP VIEWER @ 60" A.F.F. ENAMEL 534 3070 KD RH(S) ENAMEL 412"X412"USP 626 FALCON KICK PLATE: SS 24" X 34" (BY KEC) TOILETS MOSAIC BRICK JOINT B-54611 B-54811 1/4" THICK DALTILE-HEATHLAND CERAMIC TILE METAL STUDS WITH 1/2" GWB AND FRP 8'-0" CRASH CHAIN: HDCC-2512626 FIELD: RAFFIA (6x6) SHERWIN "WOMEN" SHERWIN OCC. INDICATOR ANGLE STOP: 1480 626 GROUT: SEE REMARK #1 ( ) 54" AFF (BY (1)MPS60SPRINGHINGE DEADBOLT ACCENT STRIPE: SUNSET 2x2 MOSAIC O HMD ENVOY A60 18GA WILLIAMS WILLIAMS (2) DOOR PULL: 15 630 WOMEN'S ROOM KEC) MTL FR DU458 16 CRS 412"X412"USP D271626 GROUT: SEE REMARK #3 3'-0" 7'-0" 1-3/4" 3070 F 1-3/4" RHR INDUSTRIAL INDUSTRIAL COAT HOOK TE FRAME @ 4' AFF (BY KEC) 2,4,5 (SELF-CLOSING) MOUNTED 5343070 KID (2)MPB79FULLMORTISE ADA COMPLIANT PREP FOR 3E PULL ENAMEL ENAMEL KICK PLATE: SS 12" X 34" UL KEC) BESIDE 412"X412"USP THUMB TURN MECH RM CONCRETE W/ STEEL NONE 1 WALL - CMU 7,-6„ B-54811 DOOR 6 AME FALCON DOOR SLEEVE: DSI (PREP 2 PULLS, CYL) TROWEL FINISH, SLOPE TO DOOR 2 WALLS - METAL STUDS WITH 1/2" GWB METAL STUDS WITH 1/2" GWB RESTROOM PVC COATED "MEN" 54" OCC. INDICATOR CRASH CHAIN: HDCC - 2512 626 SHERWIN SHERWIN ANGLE STOP: 1480 626 AFF (BY (1) MPS60 SPRING HINGE DEADBOLT HMKEC) MTL FR DU458 16 CRS D ENVOY A60 18GA WILLIAMS WILLIAMS 41/7'X412USP D271626 (2) DOOR PULL: 15 630 " 1. GROUT: TEC ACCUCOLOR PREMIUM SANDED 3-12mm 1. ALL HARDWARE BY VISTAWALL OR STOREFRONT SUPPLIER9 MEN'S ROOM (SELF-CLOSING) 3'-0" T-0" 1-3/4" 3070 F 1-3/4" RHR INDUSTRIAL MOUNTED 5343070 KDLH(S) (2)MPB79FULL MORTISE ADA COMPLIANT INDUSTRIAL COAT HOOK ON FRAME @ 4' AFF (BY KEC) 2,4,5 PREP FOR 3E PULL ENAMEL BESIDE ENAMEL 417X41/7 USP THUMB TURN KICK PLATE: SS 12" X 34" (BY KEC) 1/4" GROUT, CHARCOAL 2. ALL "HARDWARE" ITEMS INSTALLED BY G.C. B-54811 B -54B11 FALCON DOOR SLEEVE: DSI (PREP 2 PULLS, CYL) MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR REMARKS 3. ALL EXTERIOR EXIT DOORS TO HAVE ONE LOCKING/LATCHING DEVICE. "VEI72' RESTROOM PVC COATED REMARKS AFFON CRASH CHAIN: HDCC - 2512 626 TO FINISH 1/4" MASTIC, GRAY TO DOOR EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY HMD ENVOY A60 18GA SHERWIN OUTSIDE OF MTL FR SU 16 CRS SHERWIN DOOR STOP: 268F US26D SCHEDULE 2. GROUT: TEC ACCUCOLOR PREMIUM UNSANDED 1.5-3mm SCHEDULE OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE. 3070 F 1-3/4" RHR TOUCH BAR WILLIAMS DOOR; 834 3070 RH (H400;S) WILLIAMS GASKET: 1601(1)36/(2) 84 PREP VIEWER @ 60" AFF (3) MPS60 SPRING HINGE EXIT DEVICE 1/16" GROUT, MIST 4. SIGNAGE TO INCLUDE INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 0 BACK DOOR (SELF-CLOSING) 3'-0" 7'-0" 1-314" INDUSTRIAL "BREA AFF WELD FRAME, BLANK INDUSTRIAL THRESHOLD U 9 8 36" EXAL 2,3 EF86 FILLER PLATE 86 PREP 41x2" X412" USP 19 R BA MAL ENAMEL 54"AFF ON STRIKE W/ PLATE - FS 260 ENAMEL VIEWER: U 698 B 26D MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR 5. LEVER HANDLES ON ALL INTERIOR DOORS 36" DOOR CAP B-5461 t INSIDE OF PC B -54B11 YALE KICK PLATE: SS 35" X 34" (BY KEC) 1/4" MASTIC, GRAY 6. DOOR EQUIPPED WITH SPRING LOADED HINGES AS CLOSERS. DOOR (BOTH DOOR SWEEP: 20ONA 36" 3. GROUT: TEC ACCUCOLOR PREMIUM UNSANDED 1.5-3mm UPDATED: 12/3/17 1/16" GROUT, CHARCOAL MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR 1/4" MASTIC, GRAY 40'-4" (BACK BAR EQUIPMENT) 18'-2" PLYWOOD 2'-0" 9'-0" 2'-0" 9'-2" PLYWOOD TO METAL TO METAL CHASE FOR COKE SYRUP CHASE FOR COKE SYRUP LINES CONSTRUCTED REINFORCING REINFORCING W/ (2) 2" x 4" STUDS (LAYING FLAT) LINES CONSTRUCTED W/(2) 2" X 4" STUDS (2) 2"x4" STUDS (2) 2" x 4" STUDS (LAYING FLAT) LAY FLAT (TYP.) LAY FLAT (TYP.) 2'-2"vil 5'-8" 1'-11" 1'-102" �(2LAY FLAT" STUDS jWALL I ••� �u:�uyl�.�u:�u:�u_�u:�m:�!r�u:�n:� r�■:�u:!:�n_�u:�1�E�!!:i!�:�!�:�i!r�!�:�!r��n ■i�.�1�.111!i.�l�:�l�:�l�.�l�'�1�:�1�:�1�:�'�: :�:�I�:�I..fl!�.�1�.�1�:�1 � tryj • j • mcn •• II 00 r •. • NOTE: ALL FRAMING IN CONTACT W/MASONRY SHALL BE PRESSURE TREATED. BACK BAR WALL ELEVATION SCALE: 3/8" = 1'-0" NOTE: FRAMING/PLYWOOD DIMENSION ALLOWS 1/4" FOR THICKNESS OF FINISH MATERIAL ON END OF FRAMING TO GIVE FLUSH SOFFIT/EQUIPMENT INTERFACE AT ENDS. HIGH CTR TOP 1 M o ST. STL. J i ( �rIN o d- I �1 N WALL PANEL BY m I Q CV U) _ H U cU)cta°' N+� Q 1.* O I IN r2 V 0 v� a a) O ci to W LL �: = p = = 0= IN 0 F=_11 c0 v+3 -0 = 1 M O LL M a _Z GD O v v >, c �V(D4= W O W I U m o M aC U� O I 0 0- 0 o O o rn �• cCDa)0 OL DRAWN BY: 2'-211 80 ,M PLYWOOD 1 o r (D 0 taw O I 04, O y 7 m c .• c CO 04 I I I i OPENING FOR REFRIG jWALL I ••� �u:�uyl�.�u:�u:�u_�u:�m:�!r�u:�n:� r�■:�u:!:�n_�u:�1�E�!!:i!�:�!�:�i!r�!�:�!r��n ■i�.�1�.111!i.�l�:�l�:�l�.�l�'�1�:�1�:�1�:�'�: :�:�I�:�I..fl!�.�1�.�1�:�1 � tryj • j • mcn •• II 00 r •. • NOTE: ALL FRAMING IN CONTACT W/MASONRY SHALL BE PRESSURE TREATED. BACK BAR WALL ELEVATION SCALE: 3/8" = 1'-0" NOTE: FRAMING/PLYWOOD DIMENSION ALLOWS 1/4" FOR THICKNESS OF FINISH MATERIAL ON END OF FRAMING TO GIVE FLUSH SOFFIT/EQUIPMENT INTERFACE AT ENDS. HIGH CTR TOP 1 M SIN 0 0 i 21-�11 CO 0 ~ I ' LL i LYWOOD M a¢t 1 I t i OPENING FOR REFRIG 1'-8" 1 PEDESTAL 2 v N j I I oo, L _j 1'-10" 1'-10" 1'-6" 1'-8" 7'-1211 2WAT 019 m:••u:••u:••ue :i1 �-i R! ■1R5ii R: • TOP OF ACCENT STRIPE TO ALIGN W/ TOP OF DOOR FRAME NOTE: REFER TO "SECTION K " ON PG. #K-2 FOR MORE DETAILS. HIGH COUNTER STOOL DETAIL SCALE: 3/8" = V-0" SEAT BACK DIE FRONT FOOT REST FIN. FLOOR 00 Lo M co SIN N _ 3" DIA. PEDESTAL ESCUTCHEON PLATE 3/8" X 3 3/4" y : .• . ,.. WEDGE ANCHOR i I � (4) RED'Q .: . HOLE DEPTH: 3" M N ON L9 I I I I I I I I I I I L --- FINISH LEGEND I ( I dIHIQUARRY TILE: 162 SF SILIKAL SMOOTH: 92 SF vw in + + + + TILE: SUMMITVILLE-STRATA QUARRY TILE + + #54 DRIFTWOOD (4x8) 648 SF SILIKAL ROUGH: 491 SF JJJJJJ DALTILE AVONDALE CERAMIC TILE WEST TOWER JJJJJJ Jss SF ( ) JJJJJ 36/18 AISLE OF TILE FLOOR PLAN cr'ni 17• 11A" = 11-nll I I I I I I I I I I I I I I I I I I I o ST. STL. I I ( v)-6 4, Fuil I I �1 N WALL PANEL BY I I I I Q Ja DELFIELD _ U cU)cta°' N+� Q 1.* O I IN co 0 v� a a) O ci to SIN 0 �: _j = r rn F=_11 c0 v+3 -0 = � M a 0 LLJ 04 N 0 GD O v v >, c �V(D4= SIN 0 0 i 21-�11 CO 0 ~ I ' LL i LYWOOD M a¢t 1 I t i OPENING FOR REFRIG 1'-8" 1 PEDESTAL 2 v N j I I oo, L _j 1'-10" 1'-10" 1'-6" 1'-8" 7'-1211 2WAT 019 m:••u:••u:••ue :i1 �-i R! ■1R5ii R: • TOP OF ACCENT STRIPE TO ALIGN W/ TOP OF DOOR FRAME NOTE: REFER TO "SECTION K " ON PG. #K-2 FOR MORE DETAILS. HIGH COUNTER STOOL DETAIL SCALE: 3/8" = V-0" SEAT BACK DIE FRONT FOOT REST FIN. FLOOR 00 Lo M co SIN N _ 3" DIA. PEDESTAL ESCUTCHEON PLATE 3/8" X 3 3/4" y : .• . ,.. WEDGE ANCHOR i I � (4) RED'Q .: . HOLE DEPTH: 3" M N ON L9 I I I I I I I I I I I L --- FINISH LEGEND I ( I dIHIQUARRY TILE: 162 SF SILIKAL SMOOTH: 92 SF vw in + + + + TILE: SUMMITVILLE-STRATA QUARRY TILE + + #54 DRIFTWOOD (4x8) 648 SF SILIKAL ROUGH: 491 SF JJJJJJ DALTILE AVONDALE CERAMIC TILE WEST TOWER JJJJJJ Jss SF ( ) JJJJJ 36/18 AISLE OF TILE FLOOR PLAN cr'ni 17• 11A" = 11-nll I I I I I I I I I I I I I I I I I I I I I JOB NO: c n 0 0 K_6 OF v)-6 4, Fuil � m cl tcOac— Q v NL m _ U cU)cta°' N+� Q 1.* O I N= v� +' co O v� a a) O ci to C) 0,- �: _j = r rn F=_11 c0 v+3 -0 = � O"- O=.0 0 LLJ 04 N 0 GD O v v >, c �V(D4= •U c v —'LLJ J_ O_jLD _j w N +�+am•-v a LL M aC U� O I 0 0- 0 V' 0 Lo > L_ L_ 0 N •rn O d C N rn MDP/MK cCDa)0 OL DRAWN BY: L0 O 0 7 ,M L_ V L V -0 v .. (D 0 taw O 04, O y 7 m c .• c _c 0ot H aX_c 3Q I I JOB NO: SHEET n 0 0 K_6 OF Fw_1 Fuil � m cl Y 0 Q I 0r W U) 0 LLM ruil p OO L. Lo OzNa3 on �: _j = V)LL F=_11 >.. 00 °°� 101 \ r\ °6 QW •U c v —'LLJ J_ O_jLD _j a�LL U�(Q p Q FW OO (nU' CHECKED BY: rn MDP/MK DRAWN BY: L0 M K/KC I I JOB NO: SHEET Y K_6 OF I I 11 /30/17 � m cl Y 0 Q I 0r W Q p p Z W on �: _j = V)LL Li- I Z J °°� LL ILL \ ..gam Z °6 QW p�Z —'LLJ J_ O_jLD _j V)? U�(Q p Q � OO (nU' CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K_6 OF DATE: 11 /30/17 _27_ SHEETS lot p so _I M SHELF/SPLASH GUARD DETAIL SCALE: N. T.S. O 1,_ 93.. 8 DISHWASHER CONNECTIONS 1. DRAIN CONNECTION PROVIDED IS 1 1/2 FIPS. 2. HOT WATER CONNECTION PROVIDED IS 3/4 FIPS, 180 DEGREES F FROM BOOSTER HEATER. 3. ELECTRICAL CONNECTION BOX HAS KNOCK -OUT FOR 1/2" CONDUIT. 4. ALL PLUMBING CONNECTIONS TO BE COPPER. DISH TABLE CONSTRUCTION TOP: #14 GA. TYPE 304 S/S, 5/8" MIN. COVED CORNERS AT RAISED ROLLED RIM AND BACKSPLASH. PROVIDE 8" HIGH SINGLE THICKNESS RISERS ON ENDS. PROVIDE INTEGRAL SCRAP TROUGH IN TOP WHERE SHOWN. PROVIDE CUT-OUT IN TOP WHERE SHOWN FOR ITEM 19 DISH MACHINE. PUNCH HOLES IN TOP OF BACKSPLASH FOR ITEM 129 PRE - RINSE SPRAY ASSEMBLY. REINFORCE TOP W/ #14 GA. ST. STL. CHANNELS STUD -BOLTED TO UNDERSIDE OF TOP. SCRAP TROUGH: #14 GA. S/S, 5/8" MIN. COVED CORNERS PITCHED TO 2" WASTE W/ TAIL- PIECE. PROVIDE S/S REMOVABLE DIE -STAMPED ANTI -SPLASH GUARD. LEGS: 1 5/8" O.D. #16 GA. S/S TUBING W/ FULLY ENCLOSED ROUND S/S GUSSETS AND ADJUSTABLE S/S BULLET FEET. CROSSRAILS TO BE OF SAME MATERIAL AND WELDED TO LEGS WHERE SHOWN. UNDERSHELF: #16 GA. S/S W/ FRONT EDGE TURNED -DOWN AND REAR & ENDS TURNED -UP AS SHOWN. SHELF REINFORCED ON UNDERSIDE AND WELDED TO LEGS WHERE SHOWN. DISHTABLE SHALL BEAR MANUFACTURER'S NSF SEAL. B11-711 = I� tilo0 SIN DISHTABLE PLAN VIEW SCALE: 3/4"=1'-0" \ I \ \ \ I \I \ I \ \ I I \ NOTES: DI 1. RUN SUPPLY PIPE FROM CYLINDER ABOVE CEILING, TO I PRE -PUNCHED HOLE WITH NIPPLE WELDED TO TOP OF HOOD. \ I TEE -OFF AND RUN DOWN INTO EXHAUST PLENUM FOR DUCT AND PLENUM NOZZLES AS SHOWN. \ I I 2. MECHANICAL GAS VALVE ASSEMBLY SHALL BE FURNISHED BY I L.E.S. AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. THE FIRE SYSTEM CONTRACTOR SHALL FURNISH ALL MECHANICAL GAS VALVE \ 1/16" CABLE RUN IN 1/2" CONDUIT I MICROSWITCH(ES) AS REQUIRED FOR SHUT -DOWN OF ELECTRIC WITH CORNERING PULLEYS (TYPICAL) ( I EQUIPMENT INSTALLED UNDER HOOD IN THE EVENT OF SUPPRESSION SYSTEM DISCHARGE. \ I 4. THE ELECTRICAL CONTRACTOR SHALL CONNECT MANUAL PULL STATIO MICROSWITCH(ES), FURNISHED BY FIRE SYSTEM CONTRACTOR, I \ AS REQUIRED TO SHUT DOWN ELECTRICAL EQUIPMENT I \ 3/8" BLACK IRON SUPPLY PIPE INSTALLED UNDER HOOD (SPINDLE MIXER, FOOD WARMER) IN I \ THE EVENT OF SUPPESSION SYSTEM DISCHARGE. 5. HOOD FIRE SUPPRESSION SYSTEM IS NFPA 96 APPROVED.I \ OOF EXHAUST DUCT COLLAR NOTES: I \ \ 11" x 12" - 46" PERIMETER A(+) • REFER TO SHEET K-2 FOR EXACT MOUNTING LOCATIONS OF CONTROL BOX \ ADP NOZZLE ASSEMBLY CYLINDER, A(+) CONTROL BOX, PULL STATION & MECHANICAL GAS FUSIBLE LINK AS VALVE. ALL TRADES SHALL COORDINATE INSTALLATION DETAILS TO \ /8" BLACK IRON SUPPLY PIPE PROVIDE A FIRST RATE FINISHED PRODUCT. • THERE IS APPROXIMATELY 22.25' OF 1/2" SCHEDULE 40 PIPE & \ APPROXIMATELY 14.5' OF 3/8" PIPE • ACCORDING TO THE RANGE GUARD DIOM MANUAL, 60-9127100-000, RANGE GUARD 2.5 GAL THERE ARE 3.65 CUBIC INCHES PER LINEAR FOOT OF 1/2" SCHEDULE CYLINDER AND MOUNTING 40 PIPE AND 2.29 CUBIC INCHES PER LINEAR FOOT OF 3/8" PIPE. ASSEMBLEY 60" A.F.F. • BASED ON THE PIPE MEASUREMENTS THERE IS A TOTAL OF 115 CUBIC INCHES OF INTERNAL VOLUME OF PIPE IN THE SYSTEM. THE 9'-0" BACK SHELF VENTILAT MAXIMUM ALLOWABLE VOLUME OF PIPING ACCORDING TO THE ACF - WH96 MANUAL IS 139 CUBIC INCHES. • THERE IS APPROXIMATELY 30' OF PIPE FROM THE CYLINDER TO THE APPLIANCE NOZZLE ASSEMAIV MOST REMOTE NOZZLE. THE MAXIMUM ALLOWED LENGTH OF PIPE IS ASSEMBLY NOZZLES 27" ABOVE 63.4'. COOKING SURFACE • THERE IS APPROXIMATELY 14' OF PIPE BETWEEN THE NOZZLES MOST CUTTING BO REMOTE FROM EACH OTHER. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 437. 36" x 24" GAS GRILL & ADP NOZZL • THE TOTAL SYSTEM DEMAND FOR THE APPLIANCES AND VENTALATION IS 5 FLOWPOINTS. THE MAXIMUM ALLOWED IS 8. TWO -EYE BURNER & "R" NOZZ ADP NOZZL FIRE PRO TEC TION PIPING DIAGRAM FOOD WAR \ \ ROOF EXHAUST ONLY PAPER TOWEL ARM 711 g DISHTABLE SOAP DISPENSER HAND SINK 3'-64" 3'-63 1'- 8" 1'-O8" CRITICAL DIMENSION: -SUPPORT PRE -RINSE STEEL(TYP) SPRAY HOSE BOOSTER HEATER RAI 41-6111 '-61" DIRTY END 3_91 2 ELEVATION "A" SHELF UNDERSHELF DISHTABLE I I LEGS(TYP) 41.0-1 8 CLEAN END ___jDISH c DRAIN 0 ® o Q 1-c < MACHINE c O dn- TROUGH z y aXi 'o _ U N CL z0 CUT-OUT o z N M ul co W +. N Lo O,Evoc0 .D a� — CD . M h1 I n J �� o,3ty � O i t1 i I I I III I I I PITCH TO N O•` 02.o C I I I �'-� 2 o FE O N 1 1 1 1 1 1 1 III PITCH TO III I a l DRAIN TROUGH Q 2 >,� 3 ai l i l M I _0aCU w 3 c v O i i III DRAIN TROUGHco 0 I I I m.NO dC III to �. Lr51oo Y i i i i l II II X.2:5 CL 20V�V0 M .. coIII III taw- - C I I I I I I I I I n r0n+' a)+� cCC I I I I I I I I I � II IIIII III II II I t1 � II II II II �----_-_-------I I L�------SII—�II�t-�-- -H4 --- LJ�-I�--i-li-------- ------- J o o --- _ -----ZT — —_— — -----ZT------ N --ahl - - - -- - ----------- N HIGH COUNTER 4'-84" 1._9.. 10" 64" 4'-112" Ir -100 DISHTABLE PLAN VIEW SCALE: 3/4"=1'-0" \ I \ \ \ I \I \ I \ \ I I \ NOTES: DI 1. RUN SUPPLY PIPE FROM CYLINDER ABOVE CEILING, TO I PRE -PUNCHED HOLE WITH NIPPLE WELDED TO TOP OF HOOD. \ I TEE -OFF AND RUN DOWN INTO EXHAUST PLENUM FOR DUCT AND PLENUM NOZZLES AS SHOWN. \ I I 2. MECHANICAL GAS VALVE ASSEMBLY SHALL BE FURNISHED BY I L.E.S. AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. THE FIRE SYSTEM CONTRACTOR SHALL FURNISH ALL MECHANICAL GAS VALVE \ 1/16" CABLE RUN IN 1/2" CONDUIT I MICROSWITCH(ES) AS REQUIRED FOR SHUT -DOWN OF ELECTRIC WITH CORNERING PULLEYS (TYPICAL) ( I EQUIPMENT INSTALLED UNDER HOOD IN THE EVENT OF SUPPRESSION SYSTEM DISCHARGE. \ I 4. THE ELECTRICAL CONTRACTOR SHALL CONNECT MANUAL PULL STATIO MICROSWITCH(ES), FURNISHED BY FIRE SYSTEM CONTRACTOR, I \ AS REQUIRED TO SHUT DOWN ELECTRICAL EQUIPMENT I \ 3/8" BLACK IRON SUPPLY PIPE INSTALLED UNDER HOOD (SPINDLE MIXER, FOOD WARMER) IN I \ THE EVENT OF SUPPESSION SYSTEM DISCHARGE. 5. HOOD FIRE SUPPRESSION SYSTEM IS NFPA 96 APPROVED.I \ OOF EXHAUST DUCT COLLAR NOTES: I \ \ 11" x 12" - 46" PERIMETER A(+) • REFER TO SHEET K-2 FOR EXACT MOUNTING LOCATIONS OF CONTROL BOX \ ADP NOZZLE ASSEMBLY CYLINDER, A(+) CONTROL BOX, PULL STATION & MECHANICAL GAS FUSIBLE LINK AS VALVE. ALL TRADES SHALL COORDINATE INSTALLATION DETAILS TO \ /8" BLACK IRON SUPPLY PIPE PROVIDE A FIRST RATE FINISHED PRODUCT. • THERE IS APPROXIMATELY 22.25' OF 1/2" SCHEDULE 40 PIPE & \ APPROXIMATELY 14.5' OF 3/8" PIPE • ACCORDING TO THE RANGE GUARD DIOM MANUAL, 60-9127100-000, RANGE GUARD 2.5 GAL THERE ARE 3.65 CUBIC INCHES PER LINEAR FOOT OF 1/2" SCHEDULE CYLINDER AND MOUNTING 40 PIPE AND 2.29 CUBIC INCHES PER LINEAR FOOT OF 3/8" PIPE. ASSEMBLEY 60" A.F.F. • BASED ON THE PIPE MEASUREMENTS THERE IS A TOTAL OF 115 CUBIC INCHES OF INTERNAL VOLUME OF PIPE IN THE SYSTEM. THE 9'-0" BACK SHELF VENTILAT MAXIMUM ALLOWABLE VOLUME OF PIPING ACCORDING TO THE ACF - WH96 MANUAL IS 139 CUBIC INCHES. • THERE IS APPROXIMATELY 30' OF PIPE FROM THE CYLINDER TO THE APPLIANCE NOZZLE ASSEMAIV MOST REMOTE NOZZLE. THE MAXIMUM ALLOWED LENGTH OF PIPE IS ASSEMBLY NOZZLES 27" ABOVE 63.4'. COOKING SURFACE • THERE IS APPROXIMATELY 14' OF PIPE BETWEEN THE NOZZLES MOST CUTTING BO REMOTE FROM EACH OTHER. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 437. 36" x 24" GAS GRILL & ADP NOZZL • THE TOTAL SYSTEM DEMAND FOR THE APPLIANCES AND VENTALATION IS 5 FLOWPOINTS. THE MAXIMUM ALLOWED IS 8. TWO -EYE BURNER & "R" NOZZ ADP NOZZL FIRE PRO TEC TION PIPING DIAGRAM FOOD WAR \ \ ROOF EXHAUST ONLY PAPER TOWEL ARM 711 g DISHTABLE SOAP DISPENSER HAND SINK 3'-64" 3'-63 1'- 8" 1'-O8" CRITICAL DIMENSION: -SUPPORT PRE -RINSE STEEL(TYP) SPRAY HOSE BOOSTER HEATER RAI 41-6111 '-61" DIRTY END 3_91 2 ELEVATION "A" SHELF UNDERSHELF DISHTABLE I I LEGS(TYP) 41.0-1 8 CLEAN END 4'-102 " HIG CTR END PANEL 1 2'-2" DIE PANEL SECTION "B" SCALE: 3/4" = V-0" REFER TO ELEVATION "D" SHEET K-2 16 3/4" FROM FLAT SURFACE OF DISHTABLE TO SHELF. MUST BE MEASURED ON BOTH LEFT-HAND AND RIGHT-HAND ENDS OF TABLE. 0o co 021 THIGH COUNTER TOP I M J z SINK 36" x 24" GAS GRILL & ADP NOZZLE - SPINDLE M /A\ Unl CQ Cno PLAN VIEW SCALE: 1/2" = V-0" —(1) HOLE FOR PRE -RINSE HOOK SAVER BASKET & SAVER BA! PRE -RINSE SPRAY HOOK LOCATIONS NOTE: SAVER BASKET HOOKS MUST FACE THE SAME DIRECTION. `-1/2" NPT NIPPLES, WELDED BY ACF 3/8" BLACK IRON SUPPLY PIPE — I,VIVUCIVJH I C uuAmu DISH MACHINE EDGE OF HIGH COUNTER SECTION SCALE: 1/2" = V-0" PERMIT # / �- c o 0 ® o Q 1-c < Q c O dn- zo z y aXi 'o _ U N CL z0 - o z N M ul co W +. N Lo O,Evoc0 .D a� — CD . M 4'-102 " HIG CTR END PANEL 1 2'-2" DIE PANEL SECTION "B" SCALE: 3/4" = V-0" REFER TO ELEVATION "D" SHEET K-2 16 3/4" FROM FLAT SURFACE OF DISHTABLE TO SHELF. MUST BE MEASURED ON BOTH LEFT-HAND AND RIGHT-HAND ENDS OF TABLE. 0o co 021 THIGH COUNTER TOP I M J z SINK 36" x 24" GAS GRILL & ADP NOZZLE - SPINDLE M /A\ Unl CQ Cno PLAN VIEW SCALE: 1/2" = V-0" —(1) HOLE FOR PRE -RINSE HOOK SAVER BASKET & SAVER BA! PRE -RINSE SPRAY HOOK LOCATIONS NOTE: SAVER BASKET HOOKS MUST FACE THE SAME DIRECTION. `-1/2" NPT NIPPLES, WELDED BY ACF 3/8" BLACK IRON SUPPLY PIPE — I,VIVUCIVJH I C uuAmu DISH MACHINE EDGE OF HIGH COUNTER SECTION SCALE: 1/2" = V-0" PERMIT # / �- r KITCHEN EQUIPMENT V) JOB NO: SHEET M 30233 K-7 0 DATE: OF _27_ 11/30/17 SHEETS c o 0 ® o Q 1-c < Q c O dn- �o y aXi 'o _ U re) rn (s) c Q oz 0 Q 0 U 0io L. OI o a �t o rn ul co I +. Lo Lo O,Evoc0 .D a� — CD . M 2 t vo3. n J �� o,3ty o O ( N N O•` 02.o C w m � 0 �'-� 2 o FE O N N t°-�-0 a co Q 2 >,� 3 ai LL_ a M I _0aCU w 3 c v O DRAWN BY: v y '-0 0 rn m.NO dC to �. N Y rmo` X.2:5 CL 20V�V0 M .. v��o v taw- - C r0n+' a)+� cCC a� 0) v— H oft 3Q r KITCHEN EQUIPMENT V) JOB NO: SHEET M 30233 K-7 0 DATE: OF _27_ 11/30/17 SHEETS Q o Q W ® o Q < a� �o Ld IL Fu-)] Q oz 0 Q 0 U 0io L. OI a w Q� w - ZN O LL D a 3 >^ 0 0 Z) 0 �� 0 r` w z 0 O V j Z c 2 U- av O c CHECKED BY: MDP/MK DRAWN BY: U M K/KC rn Lo r KITCHEN EQUIPMENT V) JOB NO: SHEET M 30233 K-7 0 DATE: OF _27_ 11/30/17 SHEETS Q Y °° Q W Y o Q < U w az Ld m Q oz 0 Q a w Q� w - O LL w F_ U V) ::DL_ Z) 0 �� ..g ix 00 U a w z 0 O V j Z Q 2 U- OI O 0) P� CHECKED BY: MDP/MK DRAWN BY: U M K/KC Q r KITCHEN EQUIPMENT V) JOB NO: SHEET M 30233 K-7 0 DATE: OF _27_ 11/30/17 SHEETS UTILITY REQUIREMENTS unun oescaiPrioN WATER 1,300-1,500 GALLONS PER DAY AREA (SQ. FT) WATER PRESSURE: 60 P.S.I. MINIMUM GAS NATURAL GAS: 524.1 CUBIC FEET PER HOUR RESTAURANT (7 INCH WATER COLUMN) ELECTRICITY 120/208 VOLT 3 PHASE - 4 WIRE PREFERRED 36 400 AMP SERVICE - TOTAL CONNECTED LOAD: 103.3 KVA 49 MAXIMUM DEMAND: 270.4 AMPS SEWER 1,300-1,500 GALLONS PER DAY TELEPHONE 1 LINE FOR: KITCHEN, COMMERCIAL BLACK WALL MOUNTED PHONE IN OFFICE 3 BLACK WALL MOUNTED IN CASH REGISTER STAND BUILDING INFORMATION CODE: 2014 FLORIDA BUILDING CODE, 5TH EDITION 2014 FLORIDA MECHANICAL CODE, 5TH EDITION 2014 FLORIDA PLUMBING CODE, 5TH EDITION 2011 NATIONAL ELECTRICAL CODE 2012 FLORIDA FIRE PREVENTION CODE, 5TH EDITION 2014 FLORIDA ENERGY CONSERVATION CODE SEISMIC DESIGN CATEGORY: 'B' OCCUPANCY TYPE: GROUP "B" BUSINESS CONSTRUCTION TYPE: Y B, UNSPRINKLERED BUILDING FOOTPRINT: 1,731 S.F. MAXIMUM TRAVEL DISTANCE (PERMISSIBLE): 200 FEET MAXIMUM TRAVEL DISTANCE (AS SHOWN): 73 FEET OCCUPANT LOAD CALCULATIONS ROOM AREA (SQ. FT) OCCUPANCY USE CATEGORY OCC. LOAD FACTOR (SQ. FT./OCC.) NUMBER OF OCCUPANTS RESTAURANT 569 ASSEMBLY W/ FIXED SEATS PER 1004.7 36 WAITING 49 ASSEMBLY, CONCENTRATED 7 7 KITCHEN/PREP-AREA 556 KITCHEN, COMMERCIAL 200 3 COMMISSARY/MGR CLOSET 137 ACCESSORY STORAGE 300 1 TOTAL OCCUPANTS 47 INDEX 0F DIVISION SHEEP DESCRIPTION COVER SHEET T-1 DWG. INDEX, BUILDING INFORMATION AND UTILITY REQUIREMENTS MANUFACTURER PRODUCT STATE OF FLORIDA ARCHITECTURAL A-1 FLOOR PLAN, DETAILS ARCHITECTURAL A-2 REFLECTED CEILING PLAN, DOOR AND FRAME TYPES/DETAILS, MISCELLANEOUS DETAILS ARCHITECTURAL A-3 EXTERIOR/TOILET ELEVATIONS ARCHITECTURAL A-4 WALL SECTIONS, DETAILS ARCHITECTURAL A-5 WALL SECTIONS, DETAILS ARCHITECTURAL A-6 ROOF PLAN ELECTRICAL E-4 ELECTRICAL SPECIFICATIONS SPECIFICATIONS SP -1 SPECIFICATIONS SPECIFICATIONS SP -2 SPECIFICATIONS KITCHEN EQUIPMENT K-2 FOOD SERVICE EQUIPMENT ELEVATIONS STRUCTURAL S-1 FOUNDATION PLAN & SUPPORTING DETAILS STRUCTURAL S-2 ROOF FRAMING PLAN w/ SUPPORTING DETAILS STRUCTURAL S-3 DETAILS AND GENERAL NOTES KITCHEN EQUIPMENT K-6 DOOR & FINISH SCHEDULES, ISLE OF TILE LAYOUT & BACK BAR ELEVATION PLUMBING P-1 SANITARY SYSTEM NOTES & DETAILS PLUMBING P-2 WATER SYSTEM NOTES & DETAILS DRAWINGS DIVISION I SHEET DESCRIPTION PLUMBING P-3 GAS SYSTEM NOTES & DETAILS MANUFACTURER PRODUCT STATE OF FLORIDA MECHANICAL M-1 HVAC PLAN & SCHEDULES NOTES & DETAILS MECHANICAL M-2 GREASE HOOD/EXHAUST NOTES & DETAILS SWINGING EXTERIOR DOOR OLDCASTLE BUILDING MEDIUM STILE DOOR, ELECTRICAL E-1 LIGHTING PLAN SCHEDULES & DETAILS ELECTRICAL E-2 POWER & SYSTEMS PLAN & ELEVATIONS SCHEDULES & DETAILS ELECTRICAL E-3 ROOF PLAN, PANEL SCHEDULE, RISER DIAGRAM NOTES & DETAILS ELECTRICAL E-4 ELECTRICAL SPECIFICATIONS SINGLE PLY ROOF SYSTEMS GAF J SINGLE PLY, TPO ROOF KITCHEN EQUIPMENT K-1 FOOD SERVICE EQUIPMENT PLAN, ARCHITECTURAL FLOOR PLAN KITCHEN EQUIPMENT K-2 FOOD SERVICE EQUIPMENT ELEVATIONS KITCHEN EQUIPMENT K-3 FOOD SERVICE EQUIPMENT SCHEDULE & MISCELLANEOUS FLOOR PLAN KITCHEN EQUIPMENT K-4 ELECTRICAL CONNECTION PLAN KITCHEN EQUIPMENT K-5 SLAB PLUMBING ROUGH -IN PLAN AND MISCELLANEOUS PLUMBING DETAILS KITCHEN EQUIPMENT K-6 DOOR & FINISH SCHEDULES, ISLE OF TILE LAYOUT & BACK BAR ELEVATION KITCHEN EQUIPMENT K-7 DISHTABLE DETAILS, FIRE PROTECTION PIPING DIAGRAMS @6rearg RIGHT HAND SQUARE BUILDING City of Sonford Oil IN160 a e Initials &Date MEDIUM PARAPET with QUIK—ERIK WEST LAKE MARY BOULEVARD SANFORD, FLORIDA COASTAL, DISCONNECT, REAR PARAPET, CMU CORNICE, PILASTERS, DECORATIVE SHUTTERS, GOOSENECKS, TPO ROOF 11 APPROVED PRODUCTS LIST PRODUCT SUB CATEGORY MANUFACTURER PRODUCT STATE OF FLORIDA CATEGORY Y Q DESCRIPTION APPROVAL NUMBER EXTERIOR DOORS SWINGING EXTERIOR DOOR OLDCASTLE BUILDING MEDIUM STILE DOOR, FL17692.1 d ASSEMBLIES ENVELOPE FRONT DOOR }-0 Ix PANEL WALLS STOREFRONTS OLDCASTLE BUILDING✓ ENVELOPE FG -2000 STOREFRONT FL17688.1 ROOFING SINGLE PLY ROOF SYSTEMS GAF J SINGLE PLY, TPO ROOF FL5293-R18 EXTERIOR DOORS EXTERIOR DOOR COMPONENTS \JCECO DOOR PRODUCTS HOLLOW METAL DOOR & FRAME, BACK DOOR FL10723-R5 MANUFACTURED (MODULAR) BUILDINGS PLAN TRACKING # BUILDING TYPE MANUFACTURER PRODUCT DESCRIPTION 28508 MANUFACTURED BUILDINGS INTERNATIONAL COLD STORAGE WALK-IN COOLER/FREEZER 8'-0" WIDE c c 0 w t c O X-C ° C v t °3��'0 a - o U) m: � L_ -4 ' 'ov7 I `° p o. a) o ci 15 v 'oM � 0w0sc � Q 3 _c 7 ° O N N y 0w 02.0 m � v TO C _ O 0 a) = d- 00yc� 3 CL N N +�+0�.0 dLL. e) -0 ac t�i�' 1 o °°�o O dam' > N 0 0�4! O Q.c N c 7 0 0 0 C y .. v M o O cL ►7 OL 0 0 0 7 i 0 0 7 0 0 c 0+�+0�07 � c «� 00a°>, H 0 _c 3Q m IIIIII U) O V) w LA Q D 0 aFc-nl t 0 oL� e a zo) o I Fme�w r ?.. Yf o 0 v FL—L] Fig c 5c]LL.10 0) rn L0 DRAWN BY: KELLY COVER SHEET JOB N0: SHEET 30233 T�i DATE: OF _27 11/30/17 SHEETS 0) U W Y_ m I 0 Y Q Ci W 2 J � d m (= Q ZQ }-0 Ix Ld 0 a- O O cn :D w U0 �Ld Y am ..g 1— O� NQ aWa co C1 U�(n O M N J CHECKED BY: MDP DRAWN BY: KELLY COVER SHEET JOB N0: SHEET 30233 T�i DATE: OF _27 11/30/17 SHEETS 0) U W FRP OVER GWB MANAGE CLOSET FRP OVER GWB 6" 2'-0" 1'-0" DOOR FRAME BULLNOSE EDGE OF CONCRETE EDGES BEYOND x CONCRETE a SLAB -SEE d a STRUCTURAL IDRAWINGS (I '� SECTION EDGE OF MASONRY OPENING z z Cp N I 1:12 MIN. - 1:12 MIN. _C. _ -�- o 04 6" 1 2'-0" EDGE_ OF CONCRETE PLAN CAN WASH/MOP SINK DETAILS SCALE: 1"=l' -O" CERAMIC TILE (RESTAURANT SIDE) ON 1\2" GWB ON METAL STUDS ® 16" 0. ONE-WAY TEMPERED SAFETY GLASS IN ALUMINUM FRAME 3TAU RANT PLAN ONE-WAY WINDOW DETAILS FRP OVER GWE CLEAR ANODIZED ALUMINUM FRAME WINDOW SIZED AND LOCATED TO FIT TILE AS SHOWN MANAGERS CLOSET FRP OVER GWE 3" FLOOR DRAIN - SEE PLUMBING DRAWINGS SECTION SCALE: 1 1\2"=l' -O" NOTES: 1. SEE ELEVATION 'C' SHEET K-2 FOR DETAILS ON INSTALLATION TO MINIMIZE CUTTING OF CERAMIC TILE. : TILE (RESTAURANT N 1 \2" GWB ON >TUDS ® 16" O.C. RANT 48'-8" SCALE: 1\4"=l' -O' METAL FRAMING NOTES 1. METAL STUD SPECIFICATIONS TO BE AS FOLLOWS: - 4" =U.S.G. 362SJ20 METAL STUDS OR EQUAL (20 GA.) - 6" =U.S.G. 60SJ18 METAL STUDS OR EQUAL 18 GA. - 8" =U.S.G. 80SJ18 METAL STUDS OR EQUAL (18 GA.� 2. LATERAL BRACING OF METAL STUDS TO CONSIST OF SOLID BLOCKING & STEEL STRAPS OR 1 1/2" COLD ROLLED CHANNELS INSERTED THROUGH & FASTENED TO STUD WEBS PER U.S.G. STANDARD DETAILS. NOTES: WALL LEGEND Twffmm 4" 20 GA. METAL STUDS AT 16" O.C. TO 9'-0" AFF. PROVIDE DIAGONAL BRACING TO ROOF DECK OR JOIST AT 48" O.C. STAGGERED. INSTALL PER A.S.T.M. C754. 1C1L1 8" CONCRETE MASONRY UNIT SEE A-3 & A-4 FOR TYPE 1. SEE KITCHEN EQUIPMENT SHEETS FOR MORE DETAILS INCLUDING CLEARANCES AT ACCESSIBLE SEATING. 2. SEE SHEET K-6 FOR DOOR AND FINISH SCHEDULES. 3. SEE SITE PLAN FOR DESIGN, LOCATION AND SIZING OF ALL SITE RELATED CONSTRUCTION INCLUDING SIDEWALKS, WALKWAYS, STREETS, CURB, HANDICAP RAMP(S), STAIRS AND ANY OTHER REQUIREMENTS. 4. ALL GLAZING TO BE TEMPERED SAFETY GLASS - SEE SPECS. 5. DIMENSIONS ARE FROM FACE OF STUD, CMU, CENTERLINE OF STOREFRONT OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. 6. BLOCKING TO BE INSTALLED BEHIND FIRE EXTINGUISHERS, COAT HOOKS, LAVATORIES, ALL TOILET ROOM ACCESSORIES, SHELVES, DIVIDER PANELS, TV BRACKET, ETC. REFER TO KITCHEN DRAWINGS FOR MORE DETAILS ��IIIIIIII all CE JE OF INING ABOVE TYP. Ld Y_ c 30233 m I O C � DATE: Y U V X N U+L+ p w L c O X� t v L p 100, Q U Lo Loo o No e a �= o (o 'o 1 O p :0,., U ' 0 �m aN OU CD z rn N ..gw Q ~ W Of N ai Q .I. - _c 0) JM LL_ co rn,-1.0 :3 a N MDP o`~ U2-0 O N N O `w M jrT o C _ o N O = �b N4)10 ate.- a N N p d LL. M v acU Z) . o 1 co L0 Op 0 ��o v 'vl N Ln O aC c cN a, o M x.2:5 c.0 N U U -a ` .� Cc c _c :3 0_c c _c H- p LY +, 3 Q ��IIIIIIII all CE JE OF INING ABOVE TYP. Ld DRAWN BY: KELLY ARCHITECTURAL Y_ SHEET 30233 m I o DATE: Y � Q SHEETS r �a m \a Q RolU Z Q a 00a e a Ln `o I W LL_ Z 0 �m F� z rn N ..gw O ~ W Of N 0 Z Ld ,^ 00 Q e JM LL_ Fol OO o MDP Fx-1 �b �00 00 DRAWN BY: KELLY ARCHITECTURAL Y_ SHEET 30233 m I o DATE: Y � Q SHEETS J �a m \a Q Z Q a Q OJ 'd H Z) W LL_ Z 0 �m Y ..gw O ~ W Of N 0 Z Ld O Q Q (Q JM LL_ 0r OO CHECKED BY: MDP DRAWN BY: KELLY ARCHITECTURAL JOB N0: SHEET 30233 /'1 1 DATE: OF 27 11/30/17 SHEETS G) SEE STRUC. FOR REINF, AT JAMBS FILL JAMB CELL WITH GROUT TO LINTEL SEAL ALL AROUND - BOTH SIDES HOLLOW METAI JAMB AT EXTERIOR DOOR FRAME DETAILS SCALE: 1 1\2"=l' -O" TYPICAL TILE ACCENT STRIPE THIN SET CERAMIC TILE COLOR: "WHITE" J TOP OF TILE ACCENT I WITH TOP OF DOOR FRAME '"x2" ACCENT TILE ,OLOR: "BLACK" - TYP. 1"x1" ACCENT TILE COLOR: "LIME" - TYP. "GRAY" ACCENT TILE - TYP. J SET CERAMIC COLOR: "WHITE" SCALE: 1 1/2"=l '-o" NOTE: SEE SHEET K-6 FOR ADDITIONAL INFORMATION HALF -HEIGHT CMU IALF-HEIGHT CMU REINF. LINTEL - SEE STRUCTURAL - r 1\2" GWB EACH SIDE OF METAL STUDS ® 16" O.C. SEAL BOTH SIDES :,.r. ,'>' GROUT FRAME SOLID METAL DOOR FRAME DJ. JAMB ANCHOR - 3 PER JAMB) METAL DOOR FRAME METAL DOOR FRAME d HOLLOW METAL DOOR � HOLLOW METAL i� HEAD AT EXTERIOR CENTER SIDEWALK CONTROL JOINTS ON STOREFRONT MULLIONS (SEE SHEET A-1) AND AT 5'-6" O.C. ELSEWHERE U.N.O. `'EE FINISH SCHEDULE HEET K-6 FOR (ALL FINISHES SEAL ALL AROUND - BOTH SIDES ADJ. JAMB ANCHOR - (3 PER JAMB) TYPICAL INTERIOR JAMB HEAD SIMILAR wv� vi vvw TO HAVE 1/2" RADIUS EDGE 3 SIDEWALK FINISH DETAIL TOOTH IKUWLLtU FINISH EDGE BAND CALE: 1/2"=V-0" '-0" NOTES: SEE SITE PLAN FOR DESIGN, LOCATION AND SIZING OF ALL SITE RELATED CONSTRUCTION INCLUDING SIDEWALKS, WALKWAYS, STREETS, CURB, HANDICAP RAMP(S), STAIRS AND ANY OTHER REQUIREMENTS. 1/8":l' -O" MINIMUM. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE ACCESSIBILTY CODES. ALL CONCRETE SLABS SHALL RECEIVE A LIGHT BROOM FINISH U.N.O. �Vi9�II�Lr NOTES AWNING SPOUT SEE MECHANICAL DRAWINGS FOR VENT LOCATIONS AND SIZES NEI loommomom MENEM , par4w MEN 0 1110 INN FA4ro oNNWc m mmmmmmp, NNW puar4o MENEM FM w Ll CEILING ENCLOSURE AND WALL TRIM BY K.E.C. AWNING DOWNSPOUT 6'41- 6'-3" II 3--o- R E F L E C T E D C E I L I N G P L A N 1) SEE SHEET K-6 FOR DOOR & FINISH SCHEDULE. 2) ALL CEILING TILES IN RESTAURANT & VESTIBULE AREAS ARE NON-COMBUSTIBLE PVC LAY -IN TILES IN AN ALUMINUM GRID. 3) CEILING GRID & LAY -IN TILES TO BE PROVIDED BY OWNER. 4) CEILING GRID & TILES TO BE INSTALLED BY CEILING CONTRACTOR WITH FULL COOPERATION OF OTHER TRADES. 5) CENTER GLOBE LIGHTS OVER TABLE AT BOOTHS AND FRONT TO BACK OVER LOW COUNTERS. LEGEND 4" METAL STUD HEADER AT 7'-2" A.F.F. AWNING TWO TUBE 2'x4' LIGHT FIXTURE C.C.T.V. CAMERA - SEE ELECTRICAL GLOBE LIGHT HVAC SUPPLY DIFFUSER (LAY -IN) PORCELAIN LIGHT SOCKET ® 10"x6" SUPPLY REGISTER MUSIC MACHINE SPEAKER PROVIDED BY OWNER & INSTALLED BY GENERAL CONTRACTOR. (PREINSTALLED IN CEILING TILES) 8"x8" EXHAUST GRILLE COMBINATION EXIT/EMERGENCY EGRESS LIGHT. 2x2 PERFORATED (ACOUSTIC) PVC CEILING TILE 24"x48" RETURN AIR FILTER GRILLES 2x2 SMOOTH (FINALE) PVC CEILING TILE 24"x24" RETURN AIR FILTER GRILLES r" -< GYP BOARD WITH FRP CEILING OO JOB N0: O PLACE A�2 SCHEDULE - TYP. VISTAWALL MEDIUM STILE ELIASON "EASY SWING" HOLLOW METAL DOOR HOLLOW METAL DOOR CLEAR ANDD. ALUMINUM DOOR SOLID CORE DOOR (SELF-CLOSING) D 0 0 R T Y P E S SCALE: 1\4"=1'-0" NOTE: EACH EXTERIOR DOOR AND WINDOW SHALL BE LABELED BY THE MANUFACTURER TO CERTIFY COMPLIANCE WITH THE REQUIREMENTS OF NATIONAL FENESTRATION RATING COUNCIL PER NFRC 100 AND 200 FOR FIELD VERIFICATION BY INSPECTOR NOTES 4" FRAME HEAD 34"x36" S.S. KICK PLATE SUPPLIED BY K.E.C. INSTALLED BY GENERAL CONTRACTOR ON INSIDE OF DOOR 10 HOLLOW METAL DOOR (SELF-CLOSING) 1. ALL EXTERIOR DOORS ARE SELF-CLOSING. 2. SEE FLOOR PLAN SHEET A-1 FOR 5'-0"0 HANDICAP TURNING AREAS. 3. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. 4. MEN'S AND WOMEN'S RESTROOM DOORS TO HAVE FULL MOTION SPRING HINGES. 5 SECOND SWEEP CLOSING FROM 90 DEGREES OPEN TO 12 DEGREES OPEN WITH MAXIMUM OPENING FORCE OF 5 POUNDS. 5. MEN'S AND WOMEN'S RESTROOM IDENTIFICATION SIGNS (BRAILLE CHARACTERS AND RAISED PICTURE) TO BE MOUNTED ON LATCH SIDE OF DOOR AT A HEIGHT OF 60" TO CENTERLINE AND A MAXIMUM OF 12" FROM JAMB. SEE A-4 FOR LOCATION OF GENERAL RESTROOM SIGN. JOB N0: SIGN - SEE DOOR 30233 A�2 SCHEDULE - TYP. ` o 34"x12" KICK V Y PLATE SUPPLIED v BY K.E.C. INSTALLEI = gJ BY GENERAL U 0) Lf) CONTRACTOR ON RESTROOM SIDE OF OO DOOR HOLLOW METAL DOOR (SELF-CLOSING) 4" FRAME HEAD 34"x36" S.S. KICK PLATE SUPPLIED BY K.E.C. INSTALLED BY GENERAL CONTRACTOR ON INSIDE OF DOOR 10 HOLLOW METAL DOOR (SELF-CLOSING) 1. ALL EXTERIOR DOORS ARE SELF-CLOSING. 2. SEE FLOOR PLAN SHEET A-1 FOR 5'-0"0 HANDICAP TURNING AREAS. 3. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. 4. MEN'S AND WOMEN'S RESTROOM DOORS TO HAVE FULL MOTION SPRING HINGES. 5 SECOND SWEEP CLOSING FROM 90 DEGREES OPEN TO 12 DEGREES OPEN WITH MAXIMUM OPENING FORCE OF 5 POUNDS. 5. MEN'S AND WOMEN'S RESTROOM IDENTIFICATION SIGNS (BRAILLE CHARACTERS AND RAISED PICTURE) TO BE MOUNTED ON LATCH SIDE OF DOOR AT A HEIGHT OF 60" TO CENTERLINE AND A MAXIMUM OF 12" FROM JAMB. SEE A-4 FOR LOCATION OF GENERAL RESTROOM SIGN. aruil wo Lo Ful) 0 0 oI r Z0) N �, ai 04 ❑ 0o v ❑ ro-10 0c � i� PEI. s 0) to JOB N0: c 30233 A�2 C 2 ` o 11/30/17 V Y Icoac— v N L O, = gJ U 0) Lf) c?C-_c CL aim°o�T'2 c�D 0 aNv0U U I I ) M Lo yw N_c co r) o' Q W a .I. c3r3aiv°i Y U rn,� +� .0 ° -0 aco x vi o 04 6 , 0) o m ID C_ w m w o V)Q T0 if 0 (,D _ O m ,* °a�m�,w3 _c a°•- d cn N c►�° ° a vac 023 CHECKED I to o ° o If) U .N o a C N Y .I•. �vca�yp oL 02 M -c O N U L V 3 .� v°°o ° L �'�" c o .w o 3 0 c +, ooto.w>. oW2, 3a` aruil wo Lo Ful) 0 0 oI r Z0) N �, ai 04 ❑ 0o v ❑ ro-10 0c � i� PEI. s 0) to ARCHITECTURAL JOB N0: Y_ 30233 A�2 m 1 o 11/30/17 SHEETS Y Q C'1 gJ 3� L -j o CL CL m Q 00 ZQ >_0 Fx z a Q O W () z Q W �a- r-� Y U U ..gam z O O LL. u- O V)Q awQ (n LL! 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TOILET ■ m w����m w�w�����/V�lnw����s ■�� �ws��ws����w ML ■■� ■w■w ■■� HAND DRYER Id d' !'�Sfwl�wwl�1 ��� ■w'ISFINISH PAPER wwlwwlwwlsfwwlwwlsfs! _ o E ��■ �wsll S/■ w����w ����w��■r��i■��I�w�s ■�� wwsws���w►��w INSTRUCTIONS, ����� wslwwlwswwlsf■�w���wwl��ww1�1 w■wwlw wwlslslwwlsfwwl\�wwl 1 -6 ", ^ Z bo a. 1 C.5 \ T E R X T E A R E R 1 • CASTLE (COLOR: WITH STD. GRAY 0 R • Jr,RED RICHFIELD BLEND) MORTAR - TYP. E L E ISE ADDITIVES, PER NOTES. V A T 1 0 N S STANDING SEAM METAL AWNING TO COVER D••- BLOCK ACCENT STRIPE BOTTOM EDGE AT • SCALE: 1\4"=1'-0" MATERIAL COLORS LEGEND LOCATION MATERIAL FINISH COLOR FIELD BLOCK QUIK-BRIK HALF -HEIGHT CMU COARSE RICHFIELD BLEND ACCENT BAND 8" CMU SPLIT FACED GRAY H.M. DOORS & FRAMES METAL/PAINT INDUSTRIAL ENAMEL MATCH RICHFIELD BLEND STANDING SEAM AWNING ALUMINUM/POWDER COAT SMOOTH DEEP RED STOREFRONT ALUMINUM ANODIZED/SMOOTH CLEAR GLAZING GLASS TEMPERED CLEAR PARAPET COPING ALUMINUM PAINTED MATCH RICHFIELD BLEND GUTTER/DOWNSPOUT ALUMINUM PAINTED MATCH RICHFIELD BLEND ATTACH WITH PROVID HILTI HLC J"x1-j" SLEE ANCHORS, PER MANUFACTUREI INSTRUCTIONS, T) A C C E S S SS 11\S SS SS �V\s Gt�\SS G*S GLASS GXS G\NS CLEAR ANOD. ALUM. STOREFRONT WITH CLEAR GLAZING - SEE SPECS - TYP. R I G H T S I D E ....�• . Ik= k: J. <F:L..:X :lY 1- :a` A, TOP OF COLUMNS 16'-8" A.F.F. TOP OF BEAN (SEE STRUC.) TOP OF MASONRY PARAPET WALL 16'-0" A.F.F. TOP OF BEAM (SEE STRUC.) PAINTED SHUTTERS - TYP. NOTE: 1. ALL GLAZING TO BE TEMPERED SAFETY GLASS, SEE SPECS. 2. COORDINATE ROOF ACESS LADDER LOCATION WITH WAFFLE HOUSE REP. IN FIELD. TEMPERED 18"x34" r � 39"-41" SECTION LA D D E R SAFEjY MIRROR Q \ Z O GRAB J GRAB 4'-6" Q CL 0 m �� AND\ 6" 3'-0" 4'-6" BAR MINLo Oa �Fr BOO SOAP DISP. \ GRAB MIN. . 3'_g• 1'-0" / GRAB C> z Di SOAP BAR MIN. MAX. / BAR TO LET DRYER 0 0 DISP. 1'-0" 3'-6" co M V) O 3'-0" 6" OP OF 0 = in MAX. MIN. U "' M DISP. SEAT - — » ^ 21-4" c, TOILET o a w w o J iii \ ML TOILET PAPER HAND DRYER Id d' __ 00 0 o PAPER j IV _ o E w tr = m _ ;; \ T \ OF DISP. INSTRUCTIONS, TYP. DISP. 1 -6 ", ^ Z bo a. 1 C.5 \ T N d' o MIN. OPEN/DOOR M � PROVIDE 3" �, TOP STEP MUST BE LEVEL WITH * 1'-3" SIDE » 7 _g DISP. HANDLE ON OPEN/ Do » 1 -6 MIN. CLEAR TYP. T E MIN. V A T 1 0 N WOMEN'S x NOTE: SCALE: 1\4"=1'-0" TOP OF PARAPET TOP OF PARAPET LADDER LOCATION TO SIDE =i WALL DETERMINED BY OWNERS REP NOTES ^ ELEVATION r � SAFETY MIRROR SECTION LA D D E R 0 004,�� O W t c O XL O �O(j) o° (71 -U c�s �o o tn co 6 Oma• co . M O &).tQ Q .�. c 3 t 3 co vii a _� O N N N Ow 02� m � � >% c O O m 0 0 N C 3 (n N L d7. -v CID 3: co0 v 0 >L- ° ami 13+� c m 0•` y .. v (a o d C) 41 M OL 0 v "0070 O _cV,.. c c 0 7 U) ;' 0 c +, (D 4' rL`o0w3Q r � SAFETY MIRROR fi m I 39"-41" SHEET U) Y Q \ Z O GRAB J GRAB 4'-6" Q CL 0 m �� AND\ 6" 3'-0" BAR BAR MINLo Oa �Fr BOO SOAP DISP. \ ao z . 3'_g• 1'-0" m W C> z O MIN. MAX. N Q o TO LET Q 3:(a o W co M V) O 00 _ PAPER OP OF in ATTACH WITH PROVIDED U "' M DISP. SEAT _ M ^ z HILTI HLC J"x1-j" SLEEVE PROVIDE 3" ML ANCHORS, PER MANUFACTURERS1,-3 j IV 11 MIN. CLEAR cap INSTRUCTIONS, TYP. 1 -6 ", HANDLE ON TOILET 7"-9" MIN. OPEN/DOOR PAPER ^ MENS SIDE DISP. T 0 1 L E T E L E V A T 1 0 N S x NOTE: SCALE: 1\4"=1'-0" LADDER LOCATION TO BE DETERMINED BY OWNERS REP NOTES 1. ALL WALL MOUNTED FIXTURES AND ACCESSORIES SHALL BE BACKED WITH 1/2" OSB OR CDX PLYWOOD. 2• LAVATORIES SHALL BE MOUNTED WITH A MINIMUM CLEARANCE OF 29" FROM THE FINISH FLOOR TO BOTTOM OF THE APRON. 3. PLUMBING SHALL BE ARRANGED TO PROVIDE 8" DEEP KNEE CLEARANCE, 9"Hx6"D TOE CLEARANCE AND A 17" CLEAR FLOOR SPACE FROM THE FRONT PLANE OF THE LAVATORY TO THE WALL. DE T A I L S 4. INSULATE ALL EXPOSED PIPES AND CONTROLS UNDER LAVATORY. 0 004,�� O W t c O XL O �O(j) o° (71 -U c�s �o o tn co 6 Oma• co . M O &).tQ Q .�. c 3 t 3 co vii a _� O N N N Ow 02� m � � >% c O O m 0 0 N C 3 (n N L d7. -v CID 3: co0 v 0 >L- ° ami 13+� c m 0•` y .. v (a o d C) 41 M OL 0 v "0070 O _cV,.. c c 0 7 U) ;' 0 c +, (D 4' rL`o0w3Q ARCHITECTURAL r � Y_ fi m I JOB N0: SHEET U) Y Q DATE: 11/30/17 Z O J Q CL 0 m W \a Q Oa �Fr BOO V) 0 W m W Y c w Ix O�Ld �F-� N Q H Q 3:(a W co M V) O CHECKED BY: MDP DRAWN BY: U KELLY Q ARCHITECTURAL r � J m JOB N0: SHEET 30233 A�3 OF 27 SHEETS Q DATE: 11/30/17 FI I 0 0 FINISH FLOOR .•. 111=III=III =----- =11 M 11=1 I I 11=1 11=1 11=1 11=111=111=1 11=1 '—I I I—I I I I I I—I I I—I I I—I 11=1 11=1 11=1 1I— � =1 I I—III :;.-:�.�: � � ►�. I I 1=1 11- — — =1II— : 1=111= ' I 1=1 11=1 I I—I .I I I-1 11-1 \SEE KIT. EQUIP. DRAWINGS FOR BOTTOM OF SOFFIT Of HVHT c r O cc m I o i X Q N U ac O LcO�— ol v L O, = 'mo � 3 a o :3.s .s ai= v� Lr)p OQ �NOU U a 0 <0 Z Q Q .: c 3 s 3 ai U -)a p �o+-o � � :0,0 :Da0 O ,Nl, N 0 O • m O `� O >1 c ~ W N Q o N s 3 d (n Q N to :`L'O=CO N 2 a ILL.J M OacU o�o.o0 • O CHECKED BY: MDP N >-� N.O O -C N �[ .. ��N C cc2 DRAWN BY:\1100, :j U -ccCLO O O l< U U y 7 0 O c C C 04, O N 7 M +' OC a_' T FL- oW45 3Q \SEE KIT. EQUIP. DRAWINGS FOR BOTTOM OF SOFFIT Of HVHT SLOPE AWAY FROM BUILDING AT 1\4- PER FOOT MAX. 1/8" MIN. - TYP. ALL WALKS ' FINISH FLOOR _ III—III—III—III III •� • •• �� �•� • =1 I I- =1 11=1 I I I I—III—III—III—III—I_ ��•• •�•'•�• I I I—I II—III III=III —III—III—III == I—III –III—I •;� III—III—III—I I MI I—III—I I I' —III �• .t .. � . � • ��.• • �•: I I—III—III—I I 1=1 I I—III—III-1 � III—I —I I I—I 11=1 I I—I 11=1 I Mi I I— =1 I I,; ,,III_, ,1 I I I I I I—I I I—I I 1=1,11-I 11-1 A �A-5) \`.. J 5CALL: 1\2" = 1'-0" • W®� o Fu—jl 0 a m O Fu-)] 00 U Lo I t a o ❑ e ZN e r - RL, , O t Fol O F4%U C - FA00 ❑ 0)c Lo r cc m I o i Y_ Ix Q ol V) Z l l a m / V) OQ Of a 0 <0 SLOPE AWAY FROM BUILDING AT 1\4- PER FOOT MAX. 1/8" MIN. - TYP. ALL WALKS ' FINISH FLOOR _ III—III—III—III III •� • •• �� �•� • =1 I I- =1 11=1 I I I I—III—III—III—III—I_ ��•• •�•'•�• I I I—I II—III III=III —III—III—III == I—III –III—I •;� III—III—III—I I MI I—III—I I I' —III �• .t .. � . � • ��.• • �•: I I—III—III—I I 1=1 I I—III—III-1 � III—I —I I I—I 11=1 I I—I 11=1 I Mi I I— =1 I I,; ,,III_, ,1 I I I I I I—I I I—I I 1=1,11-I 11-1 A �A-5) \`.. J 5CALL: 1\2" = 1'-0" • W®� o Fu—jl 0 a m O Fu-)] 00 U Lo I t a o ❑ e ZN e r - RL, , O t Fol O F4%U C - FA00 ❑ 0)c Lo r cc m I o i Y_ Ix Q V) Z Or O a m V) OQ Of a 0 <0 Z N ? � O LL. p Ld SLOPE AWAY FROM BUILDING AT 1\4- PER FOOT MAX. 1/8" MIN. - TYP. ALL WALKS ' FINISH FLOOR _ III—III—III—III III •� • •• �� �•� • =1 I I- =1 11=1 I I I I—III—III—III—III—I_ ��•• •�•'•�• I I I—I II—III III=III —III—III—III == I—III –III—I •;� III—III—III—I I MI I—III—I I I' —III �• .t .. � . � • ��.• • �•: I I—III—III—I I 1=1 I I—III—III-1 � III—I —I I I—I 11=1 I I—I 11=1 I Mi I I— =1 I I,; ,,III_, ,1 I I I I I I—I I I—I I 1=1,11-I 11-1 A �A-5) \`.. J 5CALL: 1\2" = 1'-0" • W®� o Fu—jl 0 a m O Fu-)] 00 U Lo I t a o ❑ e ZN e r - RL, , O t Fol O F4%U C - FA00 ❑ 0)c Lo FARCHITECTURAL J JOB NO: SHEET m 30233 EDATE:OF 2717 SHEETS Y_ cc m I o Y_ Ix Q V) Z Or O a m V) OQ }-0_ a 0 <0 Z N ? � O LL. p Ld :Da0 m w m ..:5 ~ W N Q O U) Z Q w Q ro� O CHECKED BY: MDP DRAWN BY:\1100, :j U KELLY l< FARCHITECTURAL J JOB NO: SHEET m 30233 EDATE:OF 2717 SHEETS CORNER COLUMN BEYOND - SEE A-3 i .040 ALUMINUM CAP FLASHING PAINTED TO 5\8" CDX PLY'WD. SHEATHING ON 2X4 KICKERS AT 32" O.C. - SEE STRUC. SECTION_ SCALE: 3\4" = V -0- R-13 BATT 4" TRIMMED BLOCK INFILL BEHIND TOP COURSE T TYP. CORBEL 1 „ \ CORBELED 4" 14 HALF -HEIGHT CMU - SEE A-3 4" "QUIK-ERIK" HALF -HEIGHT CMU W/ CORR. WALL TIES AT 16" O.C. VERT AND 24" O.C. HORIZ. ON TYVEK HOMEWRAP (OR APPROVED MOISTURE BARRIER) AND 1/2" SHEATHING LINE OF CORNER COLUMN BEYOND SEE A-3 FLASHING TO WEEP HOLES AT t7�32" O.C. - TYP. STANDING SEAM METAL AWNING ON 1x1 x.125 ALUM. TUBE FRAME - SEE A-3 FINISH FLOOR CORBELED 8" HALF -HEIGHT CMU - SEE A-3 CONT OPENING IN PARAPET FOR DRAINAGE 1 JOIST BEARIN 8" SPLIT FACED CMU ACCENT STRIPE WITH CORE-FIL 500 FOAM INSUL. (R-14.2) - TYP. SEE A-3 L5 a CL U 0 a 0 0 io "QUIK-BRIK" HALF-HEIGI WITH CORE-FIL 500 F0i INSUL. (R-14.2) - TYP. - SEE A-3 LINE OF CORNER COLUMN - BEYOND - SEE A-3 8" SPLIT FACED CMU ACCENT STRIPE WITH CORE-FIL 500 FOAM INSUL. (R-14.2) - TYP, - SEE A-3 HORIZ. JOINT REINF. AT 16" O.C. VERT. - TYP. Vim - CORNER COLUMN BEYOND - SEE A-3 .040 ALUMINUM CAP FLASHING PAINTED TO MATCH CORNICE ON CONT. P.T. 2x8 .040 ALUMINUM FLASHING ON 5/8" CDX PLYWOOD T.P.O. ROOF ON ISO RIGID "MULTI -MAX FA" (OR EQUAL) INSULATION (R-23.6) ON STEEL DECK. 1/8" PER FOOT MINIMUM SLOPE. "SEE STRUCTURAL FOR STEEL FRAMING CONT BOND BEAM - SEE STRUCTURAL o m 0 Z 0 m u - C) m 0 m 0 0 LAY -IN TILE CEILING - SEE A-2 FINISH FLOOR / 11"T-77 11 -III-III-III- ----- --_-- -I I NEI I I—I I I I I—I I I—I 11=1 I I-1 11=1 I I—I I FEI I I-1 I I—I I I—I I FE1 I F _III -111— 111-1 I I I I I—I I I—I I I—I I I—I 11—I 11—I I I—I I I—I I I—I I �-1 I I-111 11-1 I I=1 I F I 11, ; ,1 I F I I F 1 11, , ,1 I F, l I lEd 11, ; ,1 I Fd I I; -11 I—III •; • . �. °� : �� III—III_ -111— • _,�� ..�.. �: ;�... I=1 � �.� rB--�SECTIION I I—I 11=1 I I—III-1 I I I 5 SCALE: 3\4" = l' -O TI I I,—,III, PROJECTED (1") CORNER COLUMN BEYOND - SEE A-3 .040 ALUMINUM CAP FLASHING PAINTED TO MATCH CORNICE OVER 5\8" CDX PLY'WD. ON CONT. RIPPED P.T. 2x12 5\8" CDX PLY'WD. SHEATHING ON 2X4 WOOD STUD FRAMING AT 16" O.C. EXTEND ROOFING UP AND UNDER CAP FLASHING i 5\8" CDX PLY'WD. SHEATHING ON 2X4 KICKERS AT 32" O.C. - SEE STRUC. 1 i SEE STRUC. DRAWINGS FOR' \ DETAILS ON 2x4 KICKERS LAY -IN TILE CEILING - R-13 BATT SEE A-2 INSUL. ell el el el el el el el / el el el 4" CONC. SLAB WITH FIBER MESH ON 6 MIL VAPOR BARRIER ON 4" POROUS FILL - SEE / STRUC. "4" TRIMMED BLOCK INFILL /BEHIND TOP COURSE c TOP OF CMU — PARAPET — " TYP. CORBEL - 4" "QUIK-ERIK" HALF -HEIGHT CMU W/ CORR. WALI. TIES AT 16" O.C. VERT AND 4" O.C. HORIZ. ON TYVEK H MEWRAP AND 1/2- SHEATHING 0 i o n o LINE OF PROJECTED (1") CORNER COLUMN BEYOND - SEE A-3 Q FLASHING TO WEEP co i HOLES AT 32" O.C. mow" - TYP. FINISH SOFFIT HGT. Q PANEL 15 ON 2"x4" rn3-3ry STUDS AT 24" O.C. N O v 'v, x O LLA 21-0" 4" BLOCK AT SLAB PERIMETER m STANDING SEAM METAL AWNING ON 1x1 x.125 ALUM. TUBE FRAME - SEE A-3 FINISH .•, d •. • �• .o.. �' •. ..••rP FLOOR -77 FILL _III—III—III III—III—III III—III— III—III—III—III—III : � -�'�..�� ' I—III_ `III—III—III—III—III—III—III—I I I—III—III—III— _ FILL ALL NON REINFORCED _ III _ a _ -III—III—III CELLS BELOW GRADE WITH -_— III—III III III—III—III=1 I I=1 (R RE4 FI 500 FOAM INSUL.I—I I SEE STRUCTURAL _ • ,a• FORFOOTING SIZE I—III I (I—III— i III—III :.:::.: • .: • :. = AND REINF. -III—III=III ; —1 1 —I I MI I I=1 I I I 11=1 I I ❑Fu �j a00 ❑L� t LL ❑ zo e oFu t N IL0 ❑ p0 Fz—1 IL- 0) �o00 L0 SECTIONI— c c � v � III �i U x �U-c0"o LCOX-C —5 SCALE: 3\4" = 1'-0" v O U 0) vj 2 N m o 't o ail 0� coOLo I +J CN�3U U ' Q a- o co `� mow" L J Q CUT EDGE SEALANT SYSTEM LAP OVER BLOCKING rn3-3ry � LCL O v 'v, x O LLA o N o a� o a� N p p 2 m x p v >, c � v L) Q Z >- p a cn No3-ov co L 3 p d M c: U N 3 o 0 oaCp�o �Lo v 0 O '(A O 0- N L0 C M�c Y .. ca�v p m o M OL CL O` N U` o:5 HANGER BRACKET v O p 3 p O g LUQ C7 0450 N c� 6"Dx4 1/2"W .040-lo"i STEEL DECK a�vao ~ L Q u) Z a L 0= C ❑Fu �j a00 ❑L� t LL ❑ zo e oFu t N IL0 ❑ p0 Fz—1 IL- 0) �o00 L0 SECTIONI— � III �i Y —5 SCALE: 3\4" = 1'-0" � m o -! Y Q CUT EDGE SEALANT Q D 0r TPO COVER TAPE 60 MIL. TPO MEMBRANE ROOFING L J CUT EDGE SEALANT SYSTEM LAP OVER BLOCKING 0 � LCL O .040 ALUMINUM GRAVEL w STOP - RETURN 8" MIN. Q Z >- p ON ROOF 2" MIN. AT FACE 7M p d w IY 2x8 P.T. WOOD 0 g M _j BLOCKING (n Lv Y ci HANGER BRACKET W � g AT 60" O.C. . , Z O 0 6"Dx4 1/2"W .040-lo"i STEEL DECK J ~ L Q u) Z a ALUM. GUTTER Q V) ZL?L:j 4"x4" .040 ALUM. DOWNSPOUT .040 ALUM. TRIM D U co cy OJ ISO RIGID INSULATION CHECKED BY: TAPERED TO TOP OF MDP BLOCKING DRAWN BY: SEE STRUCTURAL FOR BOND KELLY 1 BEAM AND REINFORCING F— j DETAIL AT T.P.O. ROOF EDGE SCALE: 3" = 1'-011 FARCHITECTURAL J JOB NO: SHEET 30233 Q P1-.7 DATE: OF 2Z- 11/30/17 SHEETS ALUM. COPING TO MATCH QUIK—BRIK CORNICE — TYP. AWNING BELOW 4"x4" DOWNSPOUT CRICKET AT EACH CMU PIER IN PARAPET 0 WALL — TYP. 4" V.T.R. R 0 0 F SCALE: 1\4"=l'—O" 4 1 /2"W.x6" H. ALUM. GUTTER 04" V.T.R. REINFORCED CMU PIER IN PARAPET WALL. COORDINATE LOCATION WITH VERTICALLY REINFORCED CELLS IN WALL AND WALL OPENINGS BELOW — TYP. W.H. VENT WALK—IN 0 COOLER CONDENSERS T.P.O. ROOF ON ISO RIGID "MULTI—MAX FA" (OR EQUAL) INSULATION (R-23.6) ON STEEL DECK RTU - D _ � 0 / m FAN—A 4" V.T.R. 0 00 /1 I I RTU -A I RTU -1 I P L A N 4" V.T.R. O 0 FAN—FAN-13 N \ r \ 0 \ m OD Z 1 I I 4" CANT - TYP. \ \ / 1 RTU -C I / 10 CRICKET - TYP. ALUM. COPING TO MATCH QUIK-BRIK CORNICE - TYP. 4" CANT — TYP. 4"x4" DOWNSPOUT AWNING BELOW y U V Y_ c m 0 C N�+, I Y � Q w C'! L C O X� 0 t v M L U �a m 0 O wxo�N fC �N��U U o OI M ILL. w ❑ 00 25 � v m._ M J F 1AL6 ..gam oho L_ a� aw< � 0� 02L 0 N N M v v TOC I.L. KELLY d N a N t0LL. X07.-0 0 T+ N a J pr) CDVNw • p (o v 0 p � L O N 'rl 0 0_ N_ In C � L Y .i. C 0 v0, 0 � 3 10 (o OL M U L U� v 0 0 7 0 v C _c 0)"2C� 7 00av+-' T DOLL C y U V Y_ m 0 I Y � Q M C'! W ®~ J Z �a m °_ n0 00 t LL_Q �O U � j O v):D ILL. w ❑ 00 25 � Z N It F 1AL6 ..gam oho L_ a� aw< MV) C CHECKED BY: ❑ I.L. KELLY � c0 JOB NO: D 30233 e 0) DATE: OF 11/30/17 LO y U V Y_ m 0 I Y � Q C'! J Z �a m °_ zo a c LL_Q �O O m v):D ILL. w 00 25 � �L ..gam oho �Q aw< MV) O CHECKED BY: MDP DRAWN BY: KELLY ARCHITECTURAL JOB NO: SHEET 30233 A�6 DATE: OF 11/30/17 _27_ SHEETS y U V DMSION 2. SITE WORK SECTION 02200 - TERMITE CONTROL PART 1 GENERAL (1) IF THE PROJECT IS LOCATED IN AN AREA THAT DOES NOT HAVE TERMITE OR OTHER WOOD BORING INSECTS, AND SIMILAR PROJECTS IN THE AREA DO NOT REQUIRE TREATMENT, NOTIFY THE OWNER PRIOR TO BID DATE FOR AN EXCEPTION TO THIS REQUIREMENT. (2) TREATMENT SHALL BE PROVIDED BY TERMINIX, ORKIN, OR ANOTHER COMPANY AS APPROVED BY_ THE OWNER DURING THE BIDDING PROCESS. (3) INSTALLER SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE IN SUCH INSTALLATIONS. THE CHEMICALS USED SHALL BE APPROVED BY FEDERAL, STATE, AND LOCAL AUTHORITIES. (4) THE TREATMENT SHALL BE CONSIDERED "PRE -CONSTRUCTION" TYPE.000RDINATE THE PLACEMENT OF ALL CHEMICALS WITH OTHER TRADES WORKING ON THE PROJECT. PROVIDE ADEQUATE VENTILATION FOR THE PROTECTION OF ALL WORKMEN. (5) ONLY THE PORTION UNDER THE BUILDING AND EXTENDING 5'-0" BEYOND THE OUTSIDE FACE OF THE BUILDING SHALL BE TREATED. ALL OTHER PORTIONS OF THE PROJECT SITE ARE EXCLUDED FROM TREATMENT. (6) CHEMICALS SHALL BE APPLIED BEFORE THE SLAB ON GRADE AND ADJACENT SIDEWALKS ARE POURED, BUT AFTER ALL BACKFILLING AND UTILITY TRENCHING IS COMPLETE. (7) CHEMICALS SHALL BE COMPATIBLE WITH THE FOUNDATION INSULATION (STYROFOAM) IF APPLICABLE. AT A WARRANT AGAINST TERMITE INFESTATION INSTALLER SHALL PROVIDE A STANDITTEN FOR A ARD RPERIODWARRANTY OF ONE (1) YEARTO THEOFROM ATE OFINIMUM, SUBSTANTIAL COMPLETION, INCLUDING TREATMENT OF TERMITE PROTECTION AND ALL REPAIRS WITHOUT COST TO THE OWNER. PART 2 PRODUCTS (1) SOIL TREATMENT CHEMICALS AND INSTALLATION SHALL BE PROVIDED BY A LOCAL COMPANY REGISTERED WITH THE STATE TO PROVIDE AND INSTALL TERMITE PROTECTION. PART 3 EXECUTION 1 APPLY CHEMICALS TO THE SOIL UNDER AND AROUND THE BUILDING IN STRICT ACCORDANCE D CE WITH FEDERAL, STATE AND LOCAL REGULATIONS. CHEMICALS SHALL BE DELIVERED TO THE SITE IN NEW CONTAINERS THAT CLEARLY STATE THE ACTIVE INGREDIENTS ON THE LABEL. (2) APPLY CHEMICALS AT THE RATE RECOMMENDED FOR PRE -CONSTRUCTION, SLAB- ON -GRADE WORK. MINIMUM RATES SHALL BE 1.5 GALLONS PER 10 SQUARE FEET AS AN OVERALL TREATMENT UNDER THE SLAB AREAS AND 2 GALLONS PER 5 LINEAL FEET ALONG FOUNDATION WALLS AND OTHER VERTICAL PENETRATIONS. UTILITY TRENCHES SHALL RECEIVE SPECIAL TREATMENT WITHIN THE BUILDING AND 5' BEYOND THE FOUNDATION WALLS. (3) PROVIDE NECESSARY EQUIPMENT AND SERVICES TO PLACE THE CHEMICALS AT SOIL DEPTH TO ADEQUATELY PROTECT FROM SUBTERRANEAN TERMITE INFESTATION. APPLY CHEMICALS BEFORE THE INSTALLATION OF THE POROUS FILL AND VAPOR BARRIER. SECTION 02300 - PAVING AND SURFACING PART 1 GENERAL (1) SEE ENGINEERED SITE PLAN FOR SITE SPECIFIC INFORMATION REGARDING PAVING TYPES AND SPECIFICATIONS. (2) ALL RIGHT-OF-WAY WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AGENCY THAT CONTROLS THE RIGHT OF WAY. (3) SUBGRADE FILLS, BACKFILLS AND COMPACTION FOR ALL CONSTRUCTION SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE "SUBSURFACE INVESTIGATION REPORT" AS SUPPLIED BY THE OWNER OR PER LOCAL CODE, THE MOST STRINGENT CONTROLLING. DMSION 3. CONCRETE SECTION 03010 -POURED-IN-PLACE CONCRETE (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) PART 1 GENERAL (1) ALL FOOTINGS SHALL BE IN UNDISTURBED SOIL OR COMPACTED AND TESTED FILL. SEE SUBSURFACE INVESTIGATION REPORT PROVIDED BY OWNER FOR MORE DETAILS. ELEVATIONS ON PLAN ARE MINIMUM DEPTHS. COMPACTION UNDER FOOTINGS SHALL BE PER THE SUBSURFACE INVESTIGATION REPORT OR LOCAL REQUIREMENTS WHICHEVER IS MORE STRINGENT. (2) PROVIDE CONCRETE TESTING IN COMPLIANCE WITH ANY LOCALLY REQUIRED SPECIAL INSPECTIONS. PART 2 PRODUCTS (1) STRENGTH: STRUCTURAL CONCRETE: DUMPSTER APPROACH AND PAD: 4,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. BUILDING SLAB, FOOTINGS AND OTHER EXTERIOR FLATWORK CONCRETE: 3,000 PSI AT 28 DAYS PER ASTM C-31 AND C-39. (2) CEMENT: ASTM C-150 TYPES I & II. (3) WATER: POTABLE, WITH A MAX SLUMP OF EIGHT (8) INCHES FOR BLOCK FILL, THREE (3) INCHES PLUS OR MINUS ONE INCH FOR SLABS ON GRADE AND FOUR (4) INCHES PLUS OR MINUS ONE 1 INCH FOR ALL OTHER CONCRETE. E (4) AGGREGATES: ASTM C-33 MAXIMUM SIZE 1-1/2" FOR FOOTINGS AND 3/4" MAXIMUM FOR ALL OTHER EXCEPT THAT LOCAL AGGREGATES WHICH HAVE BEEN PROVEN BY TESTS AND ACTUAL SERVICE MAY BE USED WHEN APPROVED BY THE OWNER. 5 CONCRETE SHALL BE TRANSIT MIXED IN COMPLIANCE 0 LIANCE WITH ACI 301 304 318 AND ASTM C94. AIR ENTRAINMENT SHALL BE PER ASTM C- 260. (6) ADMIXTURES: ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR ENTRAINING AGENT SHALL BE NEUTRALIZED VINSOL RESIN CONFORMING TO ASTM C-260. WATER REDUCING AGENT SHALL BE POZZOLITH BY MASTER BUILDERS CO. CONFORMING TO ASTM C-494 OR EQUAL. ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE OWNER. ADMIXTURES TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTH OF THE CONCRETE. ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. (7) REINFORCING BARS: ASTM A615, GRADE 60 WITH DEFORMATIONS CONFORMING TO ASTM A615-60. ALL #3 BARS AND TIES SHALL BE MINIMUM GRADE 40. DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS SHALL FOLLOW THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315 - LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY ABOVE THE GROUND. ALL VERTICAL STEEL SHALL BE CENTERED UNLESS NOTED OTHERWISE, AND SHALL BE ADEQUATELY TIED TOP AND BOTTOM. ALL REBAR BENDS SHALL BE MADE COLD. LAP ALL BARS AS NOTED ON STRUCTURAL PLANS WHERE FULL REINFORCING DETAILS CAN BE FOUND. 8 PROTECTIVE COVER FOR STEEL SHALL BE THREE 3 INCHES BOTTOM AND SIDES OF DIRT TRENCHES, TWO (2) INCHES TOP EXPOSED TO WEATHER. (9) FORMWORK: ALL WOOD FORMS SHALL BE FREE FROM DEFECTS WHEN CONCRETE IS EXPOSED. ALL WOOD FORMS AND STAKES SHALL BE COMPLETELY REMOVED. THREE QUARTER GRANULAR/POROUS FILL: IF VCPROVIDE LIMESTONE (3/4) INCH MAXIMUM. COARSE GRAINED SANDORE RIVER GRAVEL, OTHER FREE FROM CLAY LOAM OR OTHER ORGANIC MATTER MAY BE USED IF APPROVED BY THE OWNER. VAPOR RR R: 6 -MIL THICK PLAIN POLYETHYLENE SHEETING. LAP END AND SIDE JOINTS SIX 11)BARRIER: E E E 6 INCHES AND COMPLETELY SEAL JOINTS. INSTALL OVER GRANULAR FILL UNLESS OTHERWISE INDICATED BY SUBSURFACE INVESTIGATION REPORT. (12)L HAVE AALL PROJECTING CTI GRAD USERS, HORIZONTAL AND VERTICAL, INCLUDING ALL SLAB AND FLATWORK, (13) NO CONDUITS SHALL BE PLACED IN THE SLAB. ON GRADE CONDUIT AND PIPING SHALL BE RUN UNDER SLAB AND SHALL ONLY PENETRATE THE SLAB VERTICALLY WITH APPROPRIATE PROTECTION. ALL PENETRATIONS THROUGH THE SLAB SHALL BE SEALED. (14) REINFORCE BUILDING SLAB WITH FIBERMESH MD (MULTIDESIGN) ADDED TO THE CONCRETE AT A RATE OF 1.5 POUNDS PER CUBIC YARD, POURED OVER PROPERLY PREPARED SUBGRADE UNLESS NOTED OTHERWISE ON THE PLANS. PART 3 EXECUTION (1) CONCRETE SHALL NOT BE PLACED ON MUDDY OR FROZEN GROUND. INTERIOR SLABS ON GRADE SHALL NOT BE PLACED UNTIL ALL DANGER OF FROST HAS PASSED. BEFORE POURING AGAINST SET CONCRETE, THE HARDENED SURFACE SHALL BE CAREFULLY CLEANED AND WETTED. (2) NOTIFY TESTING AGENCY IF LOCAL SPECIAL INSPECTIONS ARE REQUIRED, A MINIMUM OF 24 HOURS BEFORE COMMENCEMENT OF OPERATIONS. (3) FINISH: FLOOR SLAB SHALL BE STEEL TROWELED TO A SMOOTH PLAIN SURFACE, FREE OF SCORE MARKS, GROOVES, AND DEPRESSIONS. VARIATIONS IN SURFACE SHALL NOT BE MORE THAN ONE-QUARTER (1/4) INCH IN TWELVE (12) FEET. WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER THE TROWEL, IT SHALL BE GIVEN A SECOND TROWELING TO PRODUCE A SMOOTH DENSE SURFACE. THE APPLICATION OF ADDITIONAL CEMENT OR "DRYER" IS EXPRESSLY PROHIBITED. (4) PROTECT CONCRETE AGAINST FROST, WIND, RAIN, ICE, AND RAPID DRYING. KEEP MOIST FOR AT LEAST SEVEN DAYS AFTER PLACING. DURING THIS PERIOD THE CONCRETE SHALL BE MAINTAINED AT TEMPERATURES BETWEEN 502 AND 80' F. FLOOR SHALL BE CURED BY WETTING AND COVERING WITH SAND OR SIX (6) MIL VISQUEEN, OR APPLY SONNEBORNE LIQUID CURING COMPOUND THAT IS COMPATIBLE WITH TILE MORTAR AND THINSET, OR EQUAL. TEMPERATURE SHALL BE MAINTAINED BY PLACING SHEET INSULATION OVER THE SLAB. (5) SAW CUT CONCRETE WITHIN 24 HOURS OF PLACING, CUT 1/4" DEEP. (6) BUILDING SLAB SHALL TAPER TOWARDS FLOOR DRAINS 1/4" PER FOOT IN THE LAST 2'-0" FOR DRAINAGE. (7) CONCRETE WALKS & PORCHES: CONCRETE SHALL BE FOUR (4) INCHES THICK WITH PERIMETER EDGE THICKENED AS SHOWN ON PLANS. AIR ENTRAINED AND POURED OVER PROPERLY PREPARED SUBGRADE. UNLESS NOTED OTHERWISE ON THE PLANS, POUR TO UNIFORM SURFACE AND FINISH WITH A MEDIUM FINE BRUSH. SLOPE AWAY FROM BUILDING TO ALLOW FOR DRAINAGE (1/4" PER FOOT MAXIMUM AND 1/8" PER FOOT MINIMUM). SEE PLANS FOR TOOLING AND JOINING. PORCHES AT THE ENTRANCE TO THE BUILDING SHALL HAVE RIVER ROCK - PEA GRAVEL AGGREGATE (3/4" MAX). THE AGGREGATE SHALL BE EXPOSED WITH WATER AND A BRUSH. AFTER CURING FOR 5 DAYS APPLY MASONRY SEALER TO THE SURFACE OF THE PORCH. (8) CONCRETE DUMPSTER PAD: CONCRETE SHALL BE A MINIMUM OF 6" THICK PERIMETER EDGES THICKENED TO PROVIDE SUPPORT FOR ENCLOSURE. SEE DETAILS ON SITE PLANS. LOCATION AND SIZE TO BE SPECIFIED ON THE FINAL APPROVED SITE PLAN. (9) DUMPSTER APPROACH PAD: CONCRETE SHALL BE A MINIMUM OF SIX (6) INCHES THICK. PAD SHALL BE THE WIDTH OF THE DUMPSTER PAD AND A MINIMUM OF 20' LONG. (10) COLD WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS 40° OR BELOW OR EXPECTED TO DROP BELOW 40' F WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) ADEQUATELY HEAT ALL MATERIAL. NO FROZEN INGREDIENTS SHALL BE USED. I,) TEMPERATURE OF THE DELIVERED CONCRETE SHALL BE 70-F +/- 10-F c) CONCRETE SHALL NOT COME INTO CONTACT WITH FROZEN GROUND OR FORMS. a) CONCRETE WHEN PLACED SHALL HAVE A SLUMP NOT TO EXCEED FOUR INCHES. b) DURING PLACING AND FINISHING, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE OF 50 ' F OR ABOVE, BUT NOT MORE THAN 80'. c) TROWELING SHALL BE DELAYED IN ORDER TO AVOID BRINGING AN EXCESS OF FINES TO THE SURFACE. d) DURING PLACEMENT AND FINISHING, SLABS SHALL BE PROTECTED FROM WIND TO PREVENT LOSS OF HEAT AND RAPID DRYING. e) SUDDEN COOLING OF AMBIENT AIR TEMPERATURE IN EXCESS OF 20' F IN ANY 24 HOUR PERIOD, SHALL NOT BE ALLOWED. DURING THIS PERIOD THE CONCRETE SHALL NOT BE ALLOWED TO DROP TO A TEMPERATURE BELOW 40°. f) NEWLY FINISHED FLATWORK SHALL BE COVERED AND PROTECTED DURING COLD WEATHER FOR AT LEAST 14 DAYS AGAINST EXPOSURE TO RAIN, SLEET AND ICE. DURING THE ENTIRE PROTECTION PERIOD, ADEQUATE MEANS SHALL BE PROVIDED TO PREVENT LOSS OF MOISTURE FROM THE CONCRETE SURFACE. (11) HOT WEATHER CONCRETE: WHEN THE AIR TEMPERATURE IS ABOVE 80' OR IS FORECAST TO RISE ABOVE THAT TEMPERATURE WITHIN 24 HOURS OF PLACEMENT, THE FOLLOWING PRECAUTIONS SHALL BE TAKEN: a) STOCKPILED AGGREGATES SHALL BE SATURATED AND THE SURFACE KEPT MOIST BY INTERMITTENT SPRINKLING OR CONTINUOUS FOG SPRAY. b) MIXING WATER SHALL BE KEPT COOL. c) WHEN NECESSARY TO PRODUCE AND MAINTAIN CONCRETE AT AN ACCEPTABLE TEMPERATURE, CHOPPED OR CRUSHED ICE UP TO A LIMIT OF 50% OF THE REQUIRED WATER MAY BE ADDED AT A RATE AND IN A MANNER THAT IT WILL BE COMPLETELY MELTED DURING THE MIXING PERIOD. d) THE CEMENT FACTOR REQUIRED BY THE DESIGN MIX SHALL BE INCREASED AS NECESSARY TO MAINTAIN THE SPECIFIED WATER- CEMENT RATIO WHENEVER ADDITIONAL WATER IS ADDED TO COMPENSATE FOR LOSS OF SLUMP DURING TRANSPORTATION, HANDLING, OR PLACING. e) RETARDING ADMIXTURES MAY BE ADDED WITH THE APPROVAL OF THE OWNER. f) TEMPERATURE OF THE CONCRETE WHEN PLACED SHALL NOT EXCEED 85'. g) FORMS, REINFORCING, AND SUBGRADE SHALL BE WETTED IMMEDIATELY BEFORE CONCRETE IS PLACED. WETTING DOWN AREAS AROUND THE POUR IS RECOMMENDED TO REDUCE AIR TEMPERATURE AND INCREASE HUMIDITY. h) PLACING AND FINISHING SHALL BE DONE AS QUICKLY AS POSSIBLE. ADEQUATE MANPOWER AND EQUIPMENT SHALL BE AVAILABLE TO HANDLE AND PLACE THE CONCRETE IMMEDIATELY AFTER ITS MIXING OR DELIVERY TO THE SITE OF THE WORK. i) CONCRETE SHALL BE PLACED TO AVOID COLD JOINTS. j) IN EXTREMELY HOT WEATHER, OR IN VERY DRY AND/OR WINDY WEATHER, SUNSHADES, WIND BREAKS OR FOG NOZZLES, OR A COMBINATION OF SUCH ITEMS, WILL BE REQUIRED DURING FLAT SLAB OPERATIONS. k) CONCRETE SHALL BE KEPT COOL AND MOIST DURING THE CURING PERIOD. INITIAL CURING MEDIA SHALL BE PLACED WITHIN 20 MINUTES OF FINAL FINISHING OF EACH AREA. (1) FORM REMOVAL: FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. THE TIME OF REMOVAL SHALL BE GOVERNED BY THE WEATHER AND LOCAL CONDITIONS, BUT SHALL GENERALLY STAY IN PLACE A MINIMUM OF FOUR DAYS. 2 AFTER FORM REMOVAL RUB SMOOTH AND KNOCK OFF ROUGH PLACES, CUT OUT ALL L LOOSE AND HONEYCOMBED CONCRETE TO SOLID CONCRETE; FILL ALL VOIDS WITH CEMENT MORTAR, RUB TO MATCH ADJACENT SURFACES, AND COMPLETELY CONCEAL. THERE SHALL BE NO SHARP EDGES PRESENT ON ANY CONCRETE FLATWORK. DIVISION 4. MASONRY (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTION 04200 - CONCRETE MASONRY UNITS PART 1 GENERAL (1) MANUFACTURER: OBTAIN UNITS FROM ONE MANUFACTURER, OF UNIFORM TEXTURE AND COLOR FOR EACH KIND REQUIRED. (2) CRAFTSMANSHIP: ALL MASONRY SHALL BE MADE WATERPROOF BY QUALITY CRAFTSMANSHIP AND INSTALLATION OF THE SPECIFIED MATERIALS. (3) SHIPPING: ALL MASONRY UNITS SHALL BE PACKAGED, SHIPPED AND TRANSPORTED IN A MANNER TO MINIMIZE CHIPPING AND DAMAGE TO THE UNITS. ALL UNITS DAMAGED IN TRANSIT SHALL NOT BE INCORPORATED INTO THE FINALLY EXPOSED WALLS. (4) COORDINATION: THE DESIGN CALLS FOR CLOSE TOLERANCES AT ALL WINDOW AND DOOR OPENINGS AND AT CERTAIN DESIGN FEATURES. CONSULT THE DRAWINGS AND COORDINATE THE MASONRY CONSTRUCTION WITH MASONS AND OTHER TRADES. (5) PROTECTION: THE TOPS OF ALL WALLS AND ALL COMPLETED WALLS SHALL BE COVERED AT NIGHT AND AT ALL TIMES OF PRECIPITATION TO PREVENT WATER SNOW OR ICE FROM ENTERING THE WALL CAVITY OR FROM DAMAGING THE EXTERIOR SURFACE. ALL PROTECTIONS SHALL BE HELD FIRMLY IN PLACE AGAINST WIND DISPLACEMENT. (6) COLD WEATHER PRECAUTIONS: DO NOT LAY MASONRY IN LESS THAN 40' F OR EXPECTED LOWER TEMPERATURES UNLESS SUITABLE MEANS ARE PROVIDED TO HEAT THE MATERIALS AND TO PROTECT THE UNCURED MORTAR FROM FROST DAMAGE. NO ANTIFREEZE COMPOUNDS OR CALCIUM CHLORIDE MAY BE ADDED TO THE MORTAR AT ANY TIME. REMOVE SNOW AND ICE FROM ALL PREVIOUSLY LAID MASONRY BY ELEVATING THE TEMPERATURE OF THE AIR AROUND IT; DO NOT HEAT THE MASONRY DIRECTLY. CONSULT ARCHITECT AND/OR CONSTRUCTION MANAGER FOR PROTECTION/HEATING REQUIREMENTS IF MASONRY IS TO BE LAID IN COLDER THAN 40' F WEATHER. IF ICE CRYSTALS FORM ON THE SURFACE OF THE MORTAR DURING THE TOOLING AND COMPRESSING STAGE, RAKE THE MORTAR OUT TO A DEPTH OF 1/2" AND COVER WALL. WHEN AIR TEMPERATURES RECOVER ABOVE 40'F AND WILL NOT FALL BELOW 32' F AGAIN WITHIN 12 HOURS, TUCK POINT THE RAKED JOINT WITH FRESH MORTAR, TOOL AND COMPRESS. 7 HOT WEATHER PROTECTION: IF THE JOB SITE AIR TEMPERATURE IS ABOVE OVE 80 F DURING THE WORK DAY, MORTAR SHALL BE PLACED IN FINAL POSITION WITHIN ONE HOUR AFTER MIXING. PART 2 PRODUCTS CONCRETE MASONRY UNITS: ASTM C90 GRADE N TYPE I LOAD BEARING 1 0 NG MOISTURE CONTROLLED UNITS OR AS CALLED FOR ON DRAWINGS. SOLID UNITS ASTM C145 OR C55. NOMINAL FACE DIMENSION BY THICKNESS AS INDICATED. DRYING SHRINKAGE SHALL NOT EXCEED 0.10% FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426, LATEST ADDITION. (2) PROVIDE JAMB AND END UNITS, BOND BEAMS, HALF UNITS, SOLID UNITS, PILASTER BLOCKS OTHER SPECIAL AND UNITS AS REQUIRED FOR A COMPLETE INSTALLATION. Q ALL CELLS IN RETAINING A S SHALL BE FILLED SOLID WITH 3000 GROUT FILL. ALL CELLS W LL # CONTAINING REBAR SHALL BE FILLED WITH 3000# GROUT FILL AND SHALL NOT CONTAIN CONDUIT OR ELECTRICAL BOXES. BOND BEAMS SHALL BE CONSTRUCTED OF DOUBLE OPEN ENDED BOND BEAM BLOCK WITH REINFORCING BAR(S). (3) NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. 4 LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C331. (5) DRYING SHRINKAGE SHALL NOT EXCEED 0.10 % FOR NORMAL WEIGHT UNITS AS DETERMINED BY ASTM C426 LATEST ADDITION. (6) MORTAR: TYPE M FOR MASONRY IN CONTACT WITH THE EARTH, TYPE S FOR EXPOSED MASONRY WALLS. MIX IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO ANTIFREEZE LIQUID, SALTS OR OTHER SUBSTANCES SHALL BE USED IN THE MORTAR OR GROUT TO LOWER THE FREEZING POINT. MORTAR COLOR SHALL BE GRAY UNLESS OTHERWISE NOTED. COMPRESSIVE STRENGTH OF THE MORTAR AT 28 DAYS SHALL BE: A. TYPE M-2500 PSI B. TYPE S-2000 PSI (7) WATER MORTAR: WHERE MASONRY WILL BE SUBJECT TO EXCESSIVE MOISTURE OR NORMAL HYDROSTATIC PRESSURES (I.E. BELOW GRADE, RETAINING WALLS) A WATER MORTAR SUCH AS HYDROCIDE POWDER, A PRODUCT OF SONNEBORN-REXNORD, SHALL BE ADDED TO THE MORTAR PER THE MANUFACTURER'S RECOMMENDATIONS. (8) ALL BOND BEAMS, FILLED HORIZONTAL ELEMENTS, VERTICALLY REINFORCED MASONRY BLOCK CELLS AND SIMILAR CONDITIONS SHALL BE FILLED WITH 3,000 PSI CONCRETE, NOT MORTAR, OR AS CALLED FOR ON THE STRUCTURAL DRAWINGS. AGGREGATE SIZE SHALL BE 3/8" OR 1/2" AT THE CONTRACTOR'S OPTION. (9) FLASHING: 45 MIL CURED EPDM. LAP ALL JOINTS 12". (10) BOND BREAKER STRIP: 15# ASPHALT ROOFING FELT ASTM D226. (11) PRE -MOULDED CONTROL JOINT STRIPS: SOLID RUBBER DESIGNED TO FIT STANDARD BLOCK AND MAINTAIN LATERAL STABILITY. PART 3 EXECUTION (1) PREPARATION: LAYOUT AND COURSE ALL MASONRY TO CONFORM TO THE DRAWINGS AND THE VARIOUS ELEMENTS TO BE INCORPORATED. ESTABLISH LOCATIONS OF ALL ANCHORS, TIES, REINFORCING, LINTELS, ETC. AND COORDINATE WITH OTHER TRADES. NO EXPOSED CUT ENDS WILL BE ALLOWED. NO CORES SHALL BE EXPOSED, USE A CORNER UNIT WITH FACING. (2) DO NOT WET CONCRETE MASONRY UNITS PRIOR TO LAYING. (3) FACE UNITS IN VERTICAL WALLS SHALL BE LAID IN A STANDARD RUNNING BOND, EXCEPT AS SPECIFICALLY NOTED ON THE DRAWINGS. EXPOSED MASONRY SHALL BE LAID WITH VERTICAL JOINTS PLUMB AND ALIGNED. (4) JOINTS: SHALL BE NOMINAL 3/8" WIDE VERTICALLY AND HORIZONTALLY. JOINTS ON ALL EXPOSED MASONRY SHALL BE TOOLED AND COMPRESSED CONCAVE. WHEN MORTAR IS THUMBPRINT HARD, USE A ROUND JOINTER/TOOLER TO PRODUCE JOINT. MORTAR SHALL BE HARD AND FIRMLY COMPRESSED. SHRINKAGE AND OTHER TYPE CRACKS WILL NOT BE ACCEPTABLE AND MUST BE REPAIRED IN AN APPROVED MANNER. JOINTS SHALL BE WEATHER TIGHT. WHERE FRESH MASONRY JOINS PARTIALLY SET MASONRY, REMOVE LOOSE UNITS AND MORTAR, CLEAN AND LIGHTLY WET CONTACT SURFACES. STOP HORIZONTAL RUNS BY RACKING BACK ONE HALF (1/2) UNIT IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. (5) MORTAR SHALL BE PLACED IN ITS FINAL POSTION WITHIN TWO HOURS OF MIXING. MORTAR DROPPINGS SHALL BE REMOVED AS THEY OCCUR, AND SHALL NOT BE ALLOWED TO HARDEN ON EXPOSED FACES. DO NOT ALLOW MORTAR TO DROP INTO THE EMPTY CELLS. (6) LOCATIONS FOR CONTROL JOINTS SHALL BE ONLY AS LOCATED ON DRAWINGS OR AS APPROVED BY ARCHITECT IN THE FIELD. CONTROL JOINTS SHALL CONSIST OF UNITS LAID TO A PLUMB, THRU WALL VERTICAL JOINT WITH PERMOLDED RUBBER SEPARATOR AND SEALANT ON EACH SIDE. HORIZONTAL REINFORCING SHALL BE CUT AT THE JOINTS. (7) INSTALLATION: INSTALL MASONRY PLUMB AND TRUE TO LINES IN ALL DIRECTIONS. DISCARD ALL UNITS THAT ARE NOT WITHIN TOLERANCE AS TO SIZE OR SHAPE, ARE CHIPPED, OR OFF COLOR. INSTALL UNITS WITH FINISHED FACE OR SPLIT FACE OUT AS REQUIRED. DO NOT POUND OR HAMMER TO FIT UNITS AFTER THEY ARE IN POSITION. WHEN ADJUSTMENT MUST BE MADE AFTER MORTAR HAS BEGUN TO SET, REMOVE MORTAR AND REPLACE IT WITH FRESH. DO NOT ALLOW MORTAR TO HARDEN ON THE FINALLY EXPOSED PORTIONS OF THE WORK. LAY CMU IN A RUNNING BOND, WITH FULL HEAD AND BED JOINTS. ALL JOINTS SHALL BE UNIFORM IN WIDTH AND THICKNESS. (8) REINFORCING: REFERENCE DRAWINGS FOR MASONRY COLUMNS, VERTICALLY REINFORCED WALLS AND WALL STIFFENERS. CONCRETE FOR VERTICALLY REINFORCED MASONRY SHALL BE ROD VIBRATED AS PLACED, WITH A MAXIMUM FILL OF 6'-0" AT ONE TIME. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS THRU HORIZONTAL BOND BEAMS AT ALL LOCATIONS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL REINFORCING SHALL BE RUST FREE AND LAPPED 48 DIAMETERS MINIMUM. HOLD IN PLACE WITH WIRE ANCHORS OR CHAIRS WHEN FILLING. (9) HORIZONTAL CMU REINFORCING SHALL BE TRUSS TYPE, HOT DIPPED GALVANIZED, COLD DRAWN STEEL CONFORMING TO ANSI/ASTM A82. INSTALL AT 16-O.C. STARTING WITH THE TOP FACE OF THE FIRST COURSE UNLESS NOTED OTHERWISE ON DRAWINGS. ENDS SHALL BE LAPPED 16". PROVIDE PREFORMED CORNER BRACING AND LAP 24". (10) PROTECTION: STOREFRONT AS WELL AS ALL OTHER EXPOSED METALS AND GLASS SHALL BE CAREFULLY PROTECTED SO AS NOT TO BE STAINED BY MORTAR, CEMENT DROPPINGS, CLEANING AGENTS, OR ANY TYPE SPLATTER. ANY DAMAGED ITEMS OR SURFACES WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. (11) CLEANING: MASONRY SHALL BE CLEANED UPON COMPLETION OF ALL WORK. MASONRY CEMENT SHALL BE CLEANED FROM WINDOWS, DOORS, CONCRETE AND OTHER MATERIALS. POINT UP EXPOSED MASONRY VOIDS, CRACKS, AND SURFACE IMPERFECTIONS. USE WATER AND A STIFF WIRE BRUSH TO CLEAN OFF EXCESS MORTAR. DO NO STRIKE OFF SURFACE MORTAR WITH METALLIC OBJECTS AS THIS MAY SPALL OFF THE FINISHED FACE OF THE UNIT CAUSING IT TO BE REPLACED. MASONRY CLEANING PRODUCTS TO BE APPLIED ACCORDING TO MANUFACTURERS DIRECTIONS. ANY SOLUTION USED SHALL BE ACID AND EFFLORESCENT FREE, SIMILAR TO SURE-KLEAN AS MANUFACTURED BY PROSOCO, INC. WASH OFF ALL TRACES OF CLEANING AGENT WHEN COMPLETE AND FLOOD SURFACE TO REMOVE ALL CONTAMINATES. (12) WATER SEAL & GRAFFITI CONTROL: BLOCK -GUARD & GRAFFITI CONTROL BY PROSOCO. DIVISION 5. METALS (SEE STRUCTURAL PLANS FOR DETAILS AND ADDITIONAL SPECIFICATIONS. IN CASE OF CONFLICT THE MOST STRINGENT REQUIREMENTS AND SPECIFICATIONS SHALL GOVERN) SECTION 05100 - STRUCTURAL METAL FRAMING (FOR MISCELLANEOUS ITEMS ONLY) SEE SPECIFICATIONS ON STRUCTURAL DRAWINGS FOR BUILDING STRUCTURAL STEEL. PART 1 GENERAL 1 ALL STRUCTURAL STEEL SHALL CONFORM T 0 LATEST ASTM SPECIFICATIONS, IONS AISC CODES AND SPECIFICATIONS, AWS D1.1 STRUCTURAL WELDING CODE, AND AWS STAN QUALIFICATION PROCEDURE. (2) ALL STRUCTURAL STEEL ELEMENTS SHALL RECEIVE A SHOP COATING OF A RUST INHIBITIVE PRIMER AND ALL SURFACES, EXCEPT THOSE SURFACES WHERE FRICTION FITTING OR WELDING WILL BE PERFORMED. AFTER CONNECTING, THESE AREAS SHALL BE FIELD PAINTED WITH MATCHING PAINT. ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. PART 2 PRODUCTS 1 ALL MATERIALS L SHALL B () E RUST FREE, NEW AND SHOP PAINTED. (2) ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 (OR GRADE 55). FORMED WITHOUT HEAT. WHERE BOLTS ARE NOT CALLED OUT, USE 3/4" DIAMETER MACHINE BOLTS. (3) BOLTS SHALL CONFORM TO ASTM A325 -F (FRICTION TYPE). (4) COLD FORMED STEEL TUBING: ASTM A 500, GRADE B. ALL COLUMN ENDS SHALL BE MILLED. (5) EXTERIOR GROUT: GROUT FOR LIGHT POLE BASES, GUARD RAIL INSERTS, AND RELATED CONDITIONS EXPOSED TO THE WEATHER SHALL BE EQUAL TO MASTER BUILDERS MASTERFLOW 713. 6 FOR ITEMS CALLED FOR TO BE GALVANIZED: ASTM A 1 ( 53 OR ASTM A 386. ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWO COATS OF "GALVANIZED" OR "GALVALOY" COLD GALVANIZED COMPOUND. (7) INTERIOR GROUT: NON -SHRINK METALLIC GROUT EQUAL TO MASTER BUILDERS EMBECO 636 OR EQUAL. (8) HOT FORMED STEEL TUBING: ASTM A500 GRADE B. (9) MISC. FASTENERS: ASTM A 307, GRADE A. (10) STEEL PIPE: ASTM A 53 GRADE "B" OR AS CALLED FOR ON DRAWINGS. (11) STRUCTURAL STEEL SHAPES, COLUMNS, AND ELEMENTS: ASTM A 36 AS A MINIMUM. SEE DRAWINGS FOR OTHER TYPES AND GRADES OF STEEL. (12) WASHERS: ASTM A 325 LARGE CUT TYPE. PROVIDE 2" ROUND WASHERS FOR ATTACHING WOOD ELEMENTS TO ANY STEEL MEMBER, BOLT OR ANCHOR BOLT. (13) WELDING RODS: E60, E70, AND SA -1 AND SA -2 SERIES, AS REQUIRED FOR DIFFERENT MATERIAL REQUIREMENTS. PART 3 EXECUTION (1) FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. MARK AND IDENTIFY ALL ELEMENTS FOR FIELD ASSEMBLY. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. (2) EXPOSED STRUCTURAL ELEMENTS SHALL BE FREE OF MARKS, MILL IDENTIFICATIONS, BURRS, WELDING SPLATTERS, OR OTHER DEFECTS THAT WILL ADVERSELY AFFECT THE EXPOSED SURFACES. SECTION 05400 - LIGHT GAGE METAL FRAMING PART 1 GENERAL 1 () ALL METAL FRAMING MEMBERS SHALL BE OF THE TYPES AND SIZES AS INDICATED IN THE PLANS, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. (2) THE OWNER WILL FURNISH LIGHT GAUGE METAL FRAMING MATERIALS FOR THE INTERIOR WALLS. FRAMING FOR EXTERIOR WALLS AND EXTERIOR KNEE WALLS SHALL BE BY THE GENERAL CONTRACTOR(SEE STRUCTURAL PLANS). PART 2 PRODUCTS (1) ALL FRAMING MEMBERS SHALL BE ASTM 570 GRADE 50, 50,000 PSI MINIMUM YIELD. TRACK SHALL BE 16 GAGE ASTM 570 GRADE 33, 33,000 PSI MINIMUM YIELD. ALL FRAMING MEMBERS SHALL BE PAINTED OR GALVANIZED. PART 3 EXECUTION (1) PROVIDE FIBERGLASS BATT INSULATION IN ALL DOUBLE FRAMING MEMBERS NOT ACCESSIBLE TO THE INSULATION SUB CONTRACTOR. 2 ALL MEMBERS SHALL BE CUTS SQUARE AND HAVE FULL BEARING QAT UPPER AND LOWER TRACKS. NO SPLICING OF STUDS WILL BE ALLOWED. JACK STUDS SHALL BE INSTALLED BELOW WINDOW SILLS AND ABOVE HEADERS. SECTION 06010 -ROUGH CAR PENTRY PART 1 GENERAL (1) GRADING RULES: SOUTHERN PINE - LATEST EDITION OF STANDARD GRADING RULES, SOUTHERN PINE INSPECTION BUREAU SPIB . DOUGLAS FIR, WESTERN LARCH WESTERN HEMLOCK - LATEST EDITION OF STANDARD GRADING RULES PUBLISHED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WET COAST LUMBER INSPECTION BUREAU (WCLIB). ALL MATERIAL MANUFACTURED IN ACCORDANCE WITH U.S. PRODUCT STANDARD AND SHALL CARRY GRADE TRADEMARKS ON EACH PIECE. 2 WORKMANSHIP: EMPLOY 0 ONLY SKILLED CARPENTERS. ALL CARPENTRY E SHALL BE ACCURATELY SET, PLUMB, TRUE, EVEN AND SECURELY FASTENED IN ACCORDANCE WITH REFERENCED STANDARD OR MANUFACTURER'S RECOMMENDATIONS. (3) UNLESS NOTED OTHERWISE, ALL REVERSE SLOPE FASCIA FRAMING, FRAMING AROUND WINDOW MULLIONS/STEEL BEAMS, MECHANICAL ROOM ROOF, AND BACK BAR FRAMING SHALL BE WOOD. ALL OTHER FRAMING SHALL BE METAL. PART 2 PRODUCTS (1) MATERIALS: a) JOISTS, BEAMS, PLANKS, RAFTERS, HEADERS: S4S, #2SYP OR #2DF, AIR-DRIED TO A MOISTURE CONTENT OF NINETEEN (19) % OR LESS. b) PLATES, BLOCKING, FURRING, AND BRACING: S4S, #2SYP OR #2 DF OR BETTER. c) STUDS: BEARING FRAMING TO BE NO. 2 SPRUCE - PINE - FIR. NON-BEARING FRAMING TO BE NO. 2 OR BETTER. AIR-DRIED TO A MAXIMUM MOISTURE CONTENT NINETEEN (19)%. BEARING FRAMING STUDS AT SIXTEEN (16) INCHES ON CENTER (U.N.O.).NON -BEARING FRAMING STUDS AT TWENTY-FOUR (24) INCHES ON CENTER (U.N.O.) OR UNLESS LOCAL CODE REQUIRES CLOSER SPACING. d) EXTERIOR WALL SHEATHING SHALL BE 1/2" OSB APPLIED AT RIGHT ANGLE TO THE STUDS WITH SCREWS. SHEATHING SHALL BE APPLIED TO ALL METAL FRAMED EXTERIOR WALL SURFACES. e) PRESERVATIVE TREATMENT: ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN COMPLIANCE WITH AWPA STANDARDS C2, 15% MAXIMUM MOISTURE CONTENT EQUAL TO WOLMAN SALTS BY KOPPERS COMPANY, INC. (1) FASTENERS: ALL ROUGH HARDWARE AND FASTENERS USED ON THE EXTERIOR SHALL BE CORROSION RESISTANT AND NON -STAINING. UNLESS CALLED OUT OTHERWISE, THEY SHALL BE GALVANIZED OR STAINLESS STEEL. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLABLE IRON WASHERS FOR ALL BOLTS DESIGNED TO ACT IN TENSION, SUCH AS HOLD DOWN ANCHORS. PART 3 EXECUTION (1) ALL DIMENSIONS AND MEASUREMENTS SHALL BE FIELD VERIFIED TO PRODUCE PROPER FIT AND FUNCTION. ALL MEMBERS SHALL BE SELF FITTING WITHOUT FILLERS. FASTENERS AND ANCHORAGES SHALL BRING THE MEMBERS INTO A TIGHT FIT WITHOUT MOVEMENT WHEN A DEAD AND LIVE LOAD ARE SUPERIMPOSED. (2) ALL FRAMING LUMBER, BLOCKING, STUDS, JOISTS AND RELATED MEMBERS SHALL BE CLOSELY FITTED WITH SQUARE OR SHAPED ENDS, ACCURATELY SET TO REQUIRED LINES AND LEVEL, PLUMB AND TRUE IN ALL DIMENSIONS. MEMBERS ON A SLOPE SHALL BE ACCURATELY CUT TO FIT THE ANGLES. ALL WOOD MEMBERS SHALL BE NAILED OR BOLTED TO THE ABUTTING MATERIAL TO HOLD THEM FIRMLY IN PLACE. NO FRAMING MEMBER SHALL BE DIMINISHED IN CROSS SECTIONAL AREA TO ACCOMMODATE PIPES, WIRES, OR CONDUITS. BOLT HOLES SHALL BE THE SAME SIZE AS THE NOMINAL SIZE OF THE BOLT USED. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. PRE- DRILL ALL HOLES FOR 20D AND LARGER NAILS AND ALL LAG BOLTS. CENTER ALL BORED HOLES IN WALL FRAMING. (3) PROVIDE WOOD BLOCKING TO SUPPORT SHELVES, CASEWORK, PAPER TOWEL DISPENSERS, FIRE EXTINGUISHERS, GRAB BARS, MIRRORS, AND ELECTRICAL/ PLUMBING/ AND HVAC ITEMS AS NOTED ON PLANS AND AS REQUIRED. SECTION 06200 - FINISH 06200 - FINISH CARP PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO SET MINIMUM STANDARDS FOR MATERIALS AND INSTALLATION OF ALL INTERIOR AND EXTERIOR FINISH CARPENTRY, INCLUDING CABINETWORK AND TOPS. PART 2 PRODUCTS (1) SEAL ALL COUNTERTOPS TO ADJACENT SURFACES WITH SILICONE SEALANTS ONLY. PART 3 EXECUTION (1) GLUES AND ADHESIVES SHALL BE KEPT OFF EXPOSED SURFACES TO RECEIVE STAIN OR PAINT. (2) ALL INTERIOR AND EXTERIOR JOINTERY SHALL BE TO VERY CLOSE TOLERANCES WITH EQUAL FITTINGS. FILL ALL JOINTS BEFORE FINISHING. SECTION 07200 - INSULATION PART 1 GENERAL (6) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR INSULATION PRODUCTS AND THEIR INSTALLATION. PART 2 PRODUCTS (1) MATERIALS: a) ROOF: 4" POLYISOCYANURATE FOAM INSULATION R VALUE 23.6 COMPLYING WITH ASTM C1289-95 CLASS 1, TYPE II. b) FRAMED EXTERIOR WALLS: TYPE III, CLASS A FIBERGLASS BATT INSULATION R VALUE 13 AS SHOWN ON DRAWINGS. INSULATION SHALL HAVE REINFORCED FOIL LAMINATE OR VAPOR BARRIER TO THE WARM SIDE ABOVE CEILING AND KRAFT PAPER BACKED IN ENCLOSED WALLS. FILL ALL VOIDS IN EXTERIOR WALLS AS SHOWN ON PLANS. INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPED RATING OF LESS THAN 450. c) MASONRY EXTERIOR WALLS: CORE -FILL 500, TWO COMPONENT SYSTEM CONSISTING OF AMINO PLAST RESIN AND A CATALYST FOAMING AGENT SUFACANT. THESE COMPONENTS ARE RATIOED, COMBINED AND PROPELLED WITH COMPRESSED AIR INTO ALL MASONRY CAVITIES THROUGH HOLES DRILLED IN MORTAR JOINT. R VALUE FOR 8" BLOCK WITH 60 LBS. DENSITY SHALL BE 14.2. TO BE PROVIDED AND INSTALLED BY CORE -FILL. PART 3 EXECUTION (1) INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FILL ALL AREAS AROUND VOIDS, PIPES, BETWEEN STRUCTURAL ELEMENTS AND AS CALLED FOR ON DRAWINGS. PACK ALL VOIDS COMPLETELY WITH INSULATION. DO NOT COMPRESS AS THE R- VALUE WILL BE LOWERED AS THE DENSITY INCREASES. SECTION 07520 - MODIFIED BITUMEN MEMBRANE ROOFING PART 1 GENERAL (1) THIS SECTION INCLUDES: a) INSULATION BOARDS. b) BASE SHEET. c) MEMBRANE SHEET. (1) DELIVERY, STORAGE, AND HANDLING a) KEEP ROOFING MATERIALS DRY DURING DELIVERY, STORAGE AND DURING ROOFING INSTALLATION. (1) WARRANTIES a) SUBMIT MANUFACTURER'S STANDARD LIMITED PRODUCT WARRANTY SIGNED BY THE MANUFACTURER'S AUTHORIZED OFFICIAL, GUARANTEEING TO CORRECT FAILURES IN PRODUCT WHICH MAY OCCUR DURING THE INDICATED WARRANTY PERIOD, WITHOUT REDUCING OR OTHERWISE LIMITING ANY OTHER RIGHTS TO CORRECTION WHICH THE OWNER MAY HAVE UNDER THE DOCUMENTS. i) 12 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. b THESE WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGH THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNdER THE CONTRACT DOCUMifNTS. PART 2 PR U OD CTS (1) MANUFACTURER - BUILT-UP ROOF a) PROVIDE PRODUCTS COMPLYING WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS AND MADE BY ONE OF THE FOLLOWING OR EQUAL (IF APPROVED BY OWNER): i) CELOTEX CORPORATION. ii) GAF BUILDING MATERIALS CORPORATION. iii) MANVILLE ROOFING SYSTEMS, A DIVISION OF SCHULLER INTERNATIONAL, INC. iv) US INTECH, INC. (1) SHEET MATERIALS a) INSULATION: SEE SECTION 07200. INSULATION MUST BE APPROVED BY MANUFACTURER. MECHANICALLY FASTEN INSULATION AND BASE SHEET TO THE DECK WITH THE JOINTS STAGGERED IN ONE DIRECTION, OFFSET JOINTS BETWEEN LAYERS. b) BASE SHEET: INTEC MODIFIED BASE PLUS OR EQUAL. HEAVY DUTY GLASS FIBER REINFORCED BASE SHEET, COATED WITH SBS MODIFIED ASPHALT. THICKNESS, 2.4 MM (94 MILS). ASTM D 4601-95, TYPE 1/II; UL CLASSIFIED, FM APPROVED c) MEMBRANE: INTEC GBSP-4 APP MODIFIED BITUMEN ROOF MEMBRANE IN ACCORDANCE WITH SPECIFICATION GB -2B -N. GRANULE SURFACED APP MODIFIED ASPHALT MEMBRANE. POLYESTER (170 G/M2) REINFORCEMENT. THICKNESS, 4.5 MM (177 MILS). COLOR SHALL BE WHITE. (1) ACCESSORIES a) CANTS: WOOD FIBERBOARD, ASTM C 208, NOMINAL 4 INCHES BY 4 INCHES BY 5-1/2 INCHES. CRICKETS, SADDLES, AND TAPERED AREAS: PROVIDE UNITS OF TYPE AND SHAPE INDICATED. TAPER TO PROVIDE INDICATED SLOPE TO DRAIN. FABRICATE FROM FIBERBOARD, ASTM C 208. b) FASTENERS: AS SPECIFIED BY MANUFACTURER. PART 3 EXECUTION (1) EXAMINATION: EXAMINE AREAS WHERE ROOFING IS TO BE INSTALLED. CORRECT SUBSTRATE SURFACES WHICH ARE UNACCEPTABLE TO INSTALLER AND TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE STARTING ROOFING APPLICATION. SURFACE SHALL BE DRY, SMOOTH, CLEAN AND FREE OF SHARP PROJECTIONS AND DEPRESSIONS. ROOF DECKS SHALL PROVIDE POSITIVE DRAINAGE. INSTALL ROOFING SYSTEM TO AGREE WITH INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS, OR ARE NECESSARY TO ACCOMMODATE PROJECT CIRCUMSTANCES. (2) LOOSE LAY INSULATION WITH JOINTS STAGGERED OVER THE DECK. WITH MULTIPLE LAYERS, STAGGER IN BOTH DIRECTIONS. MECHANICALLY FASTEN BASE SHEET AND INSULATION TO THE p p DECK. LAY THEOVER THE INSULATION AN IT 2 ON THE SIDE LAPS AND 4 BASE SHEET 0 E D LAP ON END LAPS. THE FIRST ROW OF FASTENERS (ON THE SEAM) WILL BE 1-1/2" FROM THE LEADING EDGE AND ON 12" CENTERS. THE SECOND ROW OF FASTENERS WILL BE 20" FROM THE LEADING EDGE AND ON 18" CENTERS. (3) HEAT WELD INTEC APP MEMBRANE OVER THE BASE SHEET. LAP MEMBRANE 3" (7.5CM) ON p SIDE LAP E INSTALLED ON THE INSIDE OF S 6 15 CM ON END LAPS. MEMBRANE SHALL 8 . ALL PARAPET WALLS AND TERMINATED IN THE HORIZONTAL PLANE UNDER THE CAP FLASHING. (4) METAL AND WOOD COVERED BY ROOFING MATERIALS SHALL BE PRIMED IN ACCORDANCE WITH MANUFACTURERS INTRUCTIONS. (5) ROOF INSULATION IS NOT PART OF THE ROOF MEMBRANE. THE FUNCTION OF ROOF INSULATION I T SMOOTH DRY, CLEAN AN FIRMLY ATTACHED SUBSTRATE TO S 0 PROVIDE A D D RECEIVE ROOFING MEMBRANE AND FURNISH INSULATING VALUE AGAINST TEMPERATURE TRANSFERENCE. INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTRUCTIONS. (6) CAUTION SHOULD BE TAKEN BY THE ROOFING CONTRACTOR TO ENSURE THAT NO BITUMEN DRIPPING OCCURS. ANY ITEMS DAMAGED BY DRIPPINGS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. (7) CANTS SHALL BE INSTALLED AROUND THE INSIDE BASE OF ALL PARAPET WALLS AND AROUND ALL CURBS. 8 RI BS AND SIMILAR C CRICKETS SHALL BE INSTALLED UPGRADE OF ALL CUR CONDITIONS S T 0 AVOID WATER PONDING. (9) CURBS SHALL BE INSTALLED A MINIMUM OF 24" FROM A PARAPET WALL OR FROM ANOTHER CURB TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. (10) CONDUITS AND OTHER PIPE PENETRATIONS SHALL BE A MINIMUM OF 16" FROM CURBS, PARAPET WALLS, OR EACH OTHER TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. PROVIDE PITCH POCKETS OR OTHER PENETRATION DETAILS AS DETAILED IN MANUFACTURER'S INSTRUCTIONS. EXPANSION AND CONTRACTION OF THE PIPING SYSTEM MUST BE ALLOWED FOR. (11) FLASHING AND STRIPPING IN: INSTALL FLEXIBLE BASE FLASHINGS AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS FOR HEAT WELDED ROOFING SYSTEMS. SECTION 07600 - FLASHING & SHEET METAL PART 1 GENERAL (1) IT IS THE INTENT THAT ALL SHEET METAL FLASHINGS, DRIPS, COUNTER FLASHINGS, DOWNSPOUTS, GUTTERS, HEAD FLASHINGS, AND AS CALLED FOR ON THE DRAWINGS SHALL BE WATER AND WEATHER TIGHT UNDER ALL WEATHER CONDITIONS. (2) STANDARDS: ARCHITECTURAL SHEET METAL MANUAL OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SHALL BE USED AS A BASIS FOR THE INSTALLATION OF ITEMS NOT SHOWN IN DETAIL OR NOT SPECIFIED. ALSO REFERENCE ASTM A-525 AND ASTM A-527. PART 2 PRODUCTS (1) UNLESS OTHERWISE NOTED, ALL CAP FLASHING SHALL BE .040" ALUMINUM MILL FINISHED WITH JOINTS CAPABLE OF 3/8" MOVEMENT AT MAXIMUM 20' BETWEEN JOINTS. MINIMUM OVERLAP FOR THE CAP FLASHING SHALL BE 6". EXTERIOR AND EXPOSED SHEET METAL SHALL BE .040" ALUMINUM MILL FINISHED. (2) FASTENERS SHALL BE OF THE SAME MATERIAL AS THE FLASHINGS OR A COMPATIBLE NON- CORROSIVE METAL INSTALLED AS RECOMMENDED BY SMACNA. (3) GUTTERS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. INSTALL WITH MINIMUM PITCH TO DOWNSPOUTS a) DOWNSPOUTS SHALL BE .040" ALUMINUM MILL FINISHED WITH SIZE AS SHOWN ON ARCHITECTURAL PLANS. UNLESS OTHERWISE NOTED, PIPE DOWNSPOUTS AWAY FROM BUILDING OR PROVIDE SPLASH BLOCKS AS REQUIRED TO PREVENT EROISION AND/OR WATER ACCUMULATION AROUOND BUILDING OR IN OTHER AREAS. PART 3 EXECUTION (1) SHOP FABRICATE TO THE GREATEST EXTENT POSSIBLE. (2) PROVIDE FOR HORIZONTAL EXPANSION WITH JOINTS AS DETAILED BY SMACNA. 3 FORM ALL SHEET M ON CONVENTIONAL EQUIPMENT TO INSURE METAL IS FREE FROM () METAL0 OIL- CANNING, BUCKLING, TOOL MARKS, EQUIPMENT MARKS, DENTS, CRUSHING AND TRUE IN LINE AND DIMENSION. EXPOSED EDGES SHALL BE FOLDED BACK TO FORM HEMS FREE OF TOOL AND DIE MARKS. (4) ANCHOR ALL PIECES FIRMLY IN PLACE, PROVIDING FOR THERMAL EXPANSION. USE CONCEALED FASTENERS AT ALL LOCATIONS EXPOSED TO PUBLIC VIEW AND MINIMIZE EXPOSED FASTENERS AT ALL OTHER LOCATIONS. SEAL AT CONDITION THAT CANNOT BE OTHERWISE MADE WATER AND WEATHERTIGHT WITH ELASTOMERIC SEALANT. PART 1 -GENERAL 1. THIS SECTION INCLUDES: A. INSULATION BOARDS. B. THERMOPLASTIC SINGLE -PLY ROOFING. 2. DELIVERY, STORAGE, AND HANDLING A. KEEP ROOFING MATERIALS DRY DURING DELIVERY, STORAGE AND DURING ROOFING INSTALLATION. 3. WARRANTIES A. SUBMIT MANUFACTURER'S STANDARD LIMITED PRODUCT WARRANTY SIGNED BY THE MANUFACTURER'S AUTHORIZED OFFICIAL, GUARANTEEING TO CORRECT FAILURES IN PRODUCT WHICH MAY OCCUR DURING THE INDICATED WARRANTY PERIOD, WITHOUT REDUCING OR OTHERWISE LIMITING ANY OTHER RIGHTS TO CORRECTION WHICH THE OWNER MAY HAVE UNDER THE DOCUMENTS. 1. 15 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. B. THESE WARRANTIES SHALL BE IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS. PART 2 -PRODUCTS 1. MANUFACTURER: A. PROVIDE PRODUCTS COMPLYING WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS AND MADE BY: 1. GAF BUILDING MATERIALS CORPORATION. 2. SHEET MATERIALS A. INSULATION: SEE SECTION 07200. INSULATION MUST BE APPROVED BY MANUFACTURER. MECHANICALLY FASTEN INSULATION AND BASE SHEET TO THE DECK WITH THE JOINTS STAGGERED IN ONE DIRECTION, IF MULTIPLE LAYERS ARE USED, OFFSET JOINTS BETWEEN LAYERS. INSTALL COVER BOARD AS DIRECTED/REQUIRED BY MANUFACTURERS SPECIFICATIONS. B. MEMBRANE: EVERGUARD TPO 60 MIL SINGLE -PLY ROOFING MEMBRANE BY GAFMC. A SMOOTH TYPE POLYESTER SCRIM REINFORCED THERMOPLASTIC POLYOLEFIN MEMBRANE WITH A NOMINAL 0.060 INCH (1.5 MM) THICKNESS, FOR USE AS A SINGLE PLY ROOFING MEMBRANE. MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS OF ASTM D-6878. COLOR SHALL BE WHITE. 3. ACCESSORIES A. CANTS: AS SPECIFIED BY MANUFACTURER. B. FASTENERS: AS SPECIFIED BY MANUFACTURER. C. ADHESIVES: AS SPECIFIED BY MANUFACTURER. PART 3 - EXECUTION 1. EXAMINATION: EXAMINE AREAS WHERE ROOFING IS TO BE INSTALLED. CORRECT SUBSTRATE SURFACES WHICH ARE UNACCEPTABLE TO INSTALLER AND TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE STARTING ROOFING APPLICATION. SURFACE SHALL BE DRY, SMOOTH,CLEAN AND FREE OF SHARP PROJECTIONS AND DEPRESSIONS. ROOF DECKS SHALL PROVIDE POSITIVE DRAINAGE. INSTALL ROOFING SYSTEM TO -AGREE WITH INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS, OR ARE NECESSARY TO ACCOMMODATE PROJECT CIRCUMSTANCES. 2. LOOSE LAY INSULATION WITH JOINTS STAGGERED OVER THE DECK. IF MULTIPLE LAYERS ARE USED STAGGER E IN BOTH DIRECTIONS. THE INSULATION SHALL BE SECURELY ATTACHED TO THE ROOF DECK AS REQUIRED BY MANUFACTURER. A MINIMUM FMRC 1-60 ATTACHMENT IS RECOMMENDED. REFER TO FMRC APPROVAL GUIDE FOR FM FASTENING PATTERNS. FACTORY MUTUAL REQUIRES FASTENER DENSITY INCREASED IN CORNER AREAS FOR FM 1-60 AND PERIMETER, AND CORNER AREA FASTENER DENSITY INCREASES FOR FM 1-90 OR GREATER. REFER TO FM LOSS PREVENTION DATA SHEETS 1-7, 1-28, AND 1-49. 3. MEMBRANE: A. PLACE MEMBRANE SO THAT WRINKLES AND BUCKLES ARE NOT FORMED. ANY WRINKLES OR BUCKLES MUST BE REMOVED FROM THE SHEET PRIOR TO PERMANENT ATTACHMENT. ROOF MEMBRANE SHALL BE MECHANICALLY FASTENED (PER MANUFACTURERS INSTRUCTIONS) IMMEDIATELY AFTER IT IS ROLLED OUT, FOLLOWED BY WELDING TO ADJACENT SHEETS. B. OVERLAP ROOF MEMBRANE A MINIMUM OF 6"(15 CM) FOR SIDE LAPS AND 3"(15 CM) FOR END LAPS. C. INSTALL MEMBRANE SO THAT THE SIDE LAPS RUN ACROSS THE ROOF SLOPE LAPPED TOWARDS DRAINAGE POINTS. D. ALL EXPOSED SHEET CORNERS SHALL BE ROUNDED A MINIMUM OF 1". E. USE FULL WIDTH ROLLS IN THE FIELD AND PERIMETER REGION OF ROOF. F. ROOF MEMBRANE MUST BE MECHANICALLY FASTENED IN THE SIDE LAP AREA TO THE ROOF DECK WITH FASTENERS AND PLATES OF A TYPE AND SPACING APPROPRIATE TO THE DECK TYPE AS REQUIRED BY THE MANUFACTURER. G. THE METAL PLATES MUST BE PLACED WITHIN 1/4- - 3/4" (6 MM X 18 MM) OF THE MEMBRANE EDGE. PLATES MUST NOT BE PLACED CLOSER THAN 1/4" (6 MM) TO THE MEMBRANE EDGE. H. FASTENERS MUST BE INSTALLED TO ACHIEVE THE PROPER EMBEDMENT DEPTH AND ROOF DECK PENETRATION. INSTALL FASTENERS VERTICAL TO THE DECK, WITHOUT LEAN OR TILT. DO NOT OVER- OR UNDER -DRIVE FASTENERS. USE DRILL -TEC SCREWS WITH SIZE AND SPACING AS REQUIRED IN MANUFACTURERS INSTRUCTIONS I. INSTALL FASTENERS SO THAT THE PLATE IS DRAWN DOWN TIGHTLY TO THE MEMBRANE SURFACE. PROPERLY INSTALLED FASTENERS WILL NOT ALLOW THE PLATE/TERMINATION BAR TO MOVE (UNDERDRIVING), BUT WILL NOT CAUSE WRINKLING OF THE MEMBRANE (OVERDRIVING). J. MEMBRANE LAPS SHALL BE HEAT -WELDED TOGETHER. PREPARE ROOF SURFACE FOR SEAMING PER MANUFACTURERS INSTRUCTIONS. ALL WELDS SHALL BE CONTINUOUS, WITHOUT VOIDS OR PARTIAL WELDS. WELDSHALL B S E FREE OF BURNS AND SCORCH MARKS. K. WELD SHALL BE A MINIMUM OF 1-1/2"IN WIDTH FOR AUTOMATIC MACHINE WELDING AND A MINIMUM 2" IN WIDTH FOR HAND WELDING. L. ALL CUT EDGES OF REINFORCED MEMBRANE MUST BE SEALED WITH EVERGUARD(R) TPO CUT EDGE SEALANT. M. SUPPLEMENTAL MEMBRANE ATTACHMENT IS REQUIRED AT THE BASE OF ALL WALLS AND CURBS AND WHERE THE ANGLE OF THE SUBSTRATE CHANGES BY MORE THAN FIVE (5) DEGREES (1" IN 12"). THE ROOFING MEMBRANE SHALL BE TURNED UP A VERTICAL PLANE A MINIMUM OF 3" AND SECURED WITH SCREWS. TERMINATION BAR FASTENER SPACING IS THE SAME AS IS USED FOR IN -LAP ATTACHMENT. THE TERMINATION BAR MUST BE INSTALLED WITHIN "TO 2"OF 1-1 2 E / THE PLANE OF THE ROOF MEMBRANE, WITH A MINIMUM OF 1" OF MEMBRANE EXTENDING ABOVE THE TERMINATION BAR. N. SUPPLEMENTAL MEMBRANE ATTACHMENT TO THE STRUCTURAL DECK IS REQUIRED AT ALL PENETRATIONS UNLESS THE INSULATION SUBSTRATE IS FULLY ADHERED TO THE DECK. ROOFING MEMBRANE SHALL BE SECURED TO THE DECK WITH APPROPRIATE DRILL -TEC SCREWS AND PLATES. 4. ROOF INSULATION IS NOT PART OF THE ROOF MEMBRANE. THE FUNCTION OF ROOF INSULATION IS TO PROVIDE A SMOOTH DRY, CLEAN AND FIRMLY L ATTACHED SUBSTRATE TO RECEIVE ROOFING MEMBRANE AND FURNISH INSULATING VALUE AGAINST TEMPERATURE TRANSFERENCE. INSULATION SHALL BE INSTALLED I E N ACCORDANCE WITH THE INSULATION MANUFACTURERS INSTRUCTIONS. 5. CANTS SHALL BE INSTALLED AS REQUIRED Q BY THE MANUFACTURER. 6. CRICKETS SHALL BEI INSTALLED ED UPGRADE OF ALL CURBS AND SIMILAR CONDITIONS TO AVOID WATER PONDING. 7. CURBS SHALL BE INSTALLED A MINIMUM OF 24" FROM A PARAPET WALL OR FROM ANOTHER CURB TO ALLOW F R P 0 PRO ER INSTALLATION OF THE ROOFING SYSTEM. 8 CONDUITS AND OTHER PIPE PENETRATIONS SHALL BE A MINIMUM OF 16" FROM CURBS, PARAPET WALLS, OR EACH OTHER TO ALLOW FOR PROPER INSTALLATION OF THE ROOFING SYSTEM. INSTALL MEMBRANE RA USING PENETRATION DETAILS AS DETAILED IN MANUFACTURER'S INSTRUCTIONS. EXPANSION AND CONTRACTION OF THE PIPING SYSTEM MUT BE ALLOWED FOR. 9 FLASHING AND STRIPPING IN: INSTALL FLEXIBLE BASE FLASHINGS AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS FOR HEAT WELDED ROOFING SYSTEMS. .:� U. O o W 0 6;M I fl Fm] Q J aio 0 y 0 U L. U-) : o I ❑ N Fzrn �r- N F!� 40 40 orZ' 0 ! Fo�1�' o .�. 0 c o Q v c AIR - �co i.E Z ❑ 00 FX o) I L0 k%�-._ --..0) z O Q ILL. U Lv V) f 0. Y_ cy _L -j 0= a- \< Z O QCLH V) Z) 000 T_ LTJ 8w N � M (V) Of J O Iii Q >_ 0 Q ZE :2O LSI Y ci gW O N �O H Lv Q U 3 r. V) O CHECKED BY: MDP D RAW N BY: KELLY FS�PECIFICATIONS JOB N0: SHEET 30233 Sp. 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DATE: OF 11/30/17 SHEETS . r) U Q r� V J PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO SPECIFY MINIMUM STANDARDS FOR INTERIOR AND EXTERIOR JOINT SEALANT PRODUCTS AND INSTALLATION. SEE VARIOUS OTHER SECTIONS FOR RELATE SEALANTS. PART 2 PRODUCTS (1) MATERIALS: a) INTERIOR CAULKING: GE SILICONE SANITARY 1702 SEALANT OR EQUAL IN WHITE, ALMOND GRAY, SILVER, BLACK CLEAR OR AS NOTED, TO MATCH ADJACENT SURFACES. b) EXTERIOR CAULKING: GE CONSTRUCTION 1200 SILICONE SEALANT, OR EQUAL. SEE EXTERIOR COLOR SCHEDULE. c) FIRESTOP SEALANT: DOW CORNING FIRE STOP SEALANT #2000 OR EQUAL. INSTALL IN EXACT ACCORDANCE WITH MANUFACTURER'S LITERATURE. PART 3 EXECUTION (1) INSTALLATION: a) INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. b) ALL JOINTS SHALL BE TOOLED, WATER AND WEATHERPROOF. NO JOINT GREATER THAN 1/4" SHALL BE SEALED OR CAULKED. REMOVE EXCESS SEALANT AND LEAVE SURFACES CLEAN, SMOOTH, AND NEAT. PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR THE EXTERIOR HOLLOW METAL DOORS, EXTERIOR METAL INSULATED DOORS, AND INTERIOR/EXTERIOR HOLLOW METAL FRAMES. (2) WORK SPECIFIED IN OTHER SECTIONS INCLUDES, BUT IS NOT LIMITED TO, ALUMINUM DOORS & FRAMES, GLASS AND GLAZING, FINISH HARDWARE, PAINTING, AND INTERIOR VIEW WINDOWS. (3) CONTRACTOR SHALL COOPERATE CLOSELY WITH THE HARDWARE CONTRACTOR AS REQUIRED FOR PROPER PREPARATION OF DOORS AND FRAMES FOR THE RECEPTION OF ALL ITEMS AS SPECIFIED IN SECTION 08700 FINISH HARDWARE. (4) SEE DRAWINGS AND SCHEDULES FOR TYPE, SIZE, DESIGN, AND LOCATION OF HOLLOW METAL DOORS, LOUVERS, VISION PANELS, FRAMES, ETC. (5) ALL HOLLOW METAL DOORS AND HARDWARE UNLESS OTHERWISE NOTED, ARE TO BE PROVIDED BY THE OWNER. (6) APPLICABLE PROVISIONS OF THE ADA (AMERICAN'S WITH DISABILITIES ACT) SHALL BE INCORPORATED INTO THE FABRICATION AND INSTALLATION OF THE VARIOUS ELEMENTS, INCLUDING, BUT NOT LIMITED TO DOOR WIDTHS, DOOR CLOSER SPEEDS, THRESHOLDS, AND RELATED ELEMENTS. PART 2 PRODUCTS (1) ALL DOORS SHALL BE OF FULLY WELDED CONSTRUCTION WITH NO VISIBLE SEAMS ON THEIR FACES OR VERTICAL EDGES. DOOR THICKNESS SHALL BE 1— 3/4". (2) ALL DOORS SHALL BE STRONG, RIGID AND NEAT IN APPEARANCE, FREE FROM WARPS AND BUCKLES. CORNER BENDS SHALL BE TRUE AND STRAIGHT AND OF MINIMUM RADIUS FOR THE GAUGE OF METAL USED. (3) FACE SHEETS SHALL BE STIFFENED BY CONTINUOUS FORMED STEEL SECTIONS OCCUPYING THE FULL THICKNESS OF THE INTERIOR SPACE BETWEEN DOOR FACES. THESE STIFFENERS SHALL BE NOT LESS THAN 22 GAUGE, SPACED NOT MORE THAN 6" O.C. AND SECURELY FASTENED TO BOTH FACE SHEETS BY SPOT WELDS NOT MORE THAN 4" O.C. SPACE BETWEEN STIFFENERS SHALL BE SOUND DEADENED AND FILLED WITH INSULATION FULL HEIGHT OF THE DOOR WITH MANUFACTURER'S STANDARD PLASTIC FOAM INSULATION. (4) DOOR FACES SHALL BE JOINED AT THEIR VERTICAL EDGES BY A CONTINUOUS WELD EXTENDING THE FULL HEIGHT OF THE DOOR. ALL SUCH WELDS SHALL BE GROUND, FILLED AND DRESSED SMOOTH TO MAKE THEM INVISIBLE AND TO PROVIDE A SMOOTH FLUSH SURFACE. (5) TOP & BOTTOM EDGES OF ALL DOORS SHALL BE CLOSED WITH A CONTINUOUS RECESSED STEEL CHANNEL NOT LESS THAN 20 GAUGE AND EXTENDING THE FULL WIDTH AND SPOT WELDED TO THE FACES. EXTERIOR DOORS SHALL HAVE AN ADDITIONAL FLUSH CLOSING CHANNEL AT THEIR TOP EDGES AND WHERE REQUIRED FOR THE ATTACHMENT OF WEATHERSTRIPPING. SEAMS IN THE TOP CLOSURE OF EXTERIOR DOORS SHALL BE CAULKED TO PREVENT MOISTURE FROM ENTERING. OPENINGS SHALL BE PROVIDED AT THE BOTTOM CLOSURE FOR THE ESCAPE OF TRAPPED MOISTURE. (6) DOORS SHALL BE REINFORCED, DRILLED, AND TAPPED AT THE FACTORY FOR FULLY TEMPLATED HARDWARE ONLY, IN STRICT ACCORDANCE WITH THE SPECIFIED HARDWARE ONLY, AND IN ACCORD WITH INSTRUCTIONS AND TEMPLATES PROVIDED BY THE HARDWARE SUPPLIER. WHERE SURFACE MOUNTED HARDWARE IS TO BE APPLIED, THE DOOR SHALL HAVE REINFORCING PLATES. MINIMUM GAUGES FOR THESE PLATES ARE: a) HINGE & PIVOT: 10 GAUGE b) LOCK FACE, FLUSH BOLTS, CONCEALED HOLDERS, SURFACE MOUNTED CLOSERS: 18 GAUGE c) ALL OTHER: 16 GAUGE (1) FINISH SHALL BE A RUST—INHIBITIVE PRIMER APPLIED TO ALL SURFACES OF THE DOOR, THEN FULLY CURED BEFORE SHIPMENT. AFTER FABRICATION, ALL TOOL MARKS AND SURFACE IMPERFECTIONS SHALL BE DRESSED, FILLED, AND SANDED AS REQUIRED TO MAKE ALL FACES AND VERTICAL EDGES SMOOTH, LEVEL, AND FREE FROM IRREGULARITIES. DOORS SHALL THEN BE CHEMICALLY TREATED TO ENSURE MAXIMUM PAINT ADHESION. 2 HOLLOW METAL FRAMES HAVE THEIR SIZE PROFILE AND GENERAL DETAIL INDICATED ON THE () DRAWINGS. NO SCREWS OR FASTENERS SHALL BE EXPOSED EXCEPT AS SPECIFIED. PUNCH ALL FRAMES FOR SILENCERS, 3 ON KNOB SIDE OF SINGLE ACTING DOORS, 2 IN THE HEAD OF DOUBLE DOORS. PUNCH AND COUNTERSINK FOR WOOD SCREWS WHERE REQUIRED TO ATTACH TO WOOD FRAMING. WHERE CONTINUOUS HINGES ARE SPECIFIED, THERE SHALL BE NO HINGE STOP ON THE FRAME. (3) FRAMES FOR INTERIOR OPENINGS SHALL BE COMMERCIAL GRADE COLD ROLLED STEEL CONFORMING TO ASTM A336 -66T, OR HOT ROLLED AND PICKELED STEEL CONFORMING TO ASTM A569 -66T. FRAMES FOR OPENINGS LESS THAN 4'-0" SHALL BE 18 GAUGE, FOR OPENINGS WIDER THAN 4'-0", 16 GAUGE. (4) ALL FRAMES SHALL BE CUSTOM MADE WELDED WITH INTEGRAL CORNERS AND TRIM. KNOCK DOWN EXTERIOR FRAMES WILL NOT BE ALLOWED. INTERIOR DOOR FRAMES MAY BE 18 GAUGE KD WITH TIGHT FITTING MITERED AND REINFORCED CORNERS. 5 ALL FINISHED WORK SHALL BE STRONG AND RIGID NEAT IN APPEARANCE SQUARE AND TRUE AND FREE FROM DEFECTS, WARPS, OR BUCKLES. CORNER JOINTS SHALL HAVE ALL CONTACT EDGES CLOSED TIGHT, WITH TRIM FACES MITERED AND CONTINUOUSLY WELDED, AND STOPS MITERED. THE USE OF GUSSETS SHALL NOT BE PERMITTED. MINIMUM DEPTH OF STOPS SHALL BE 5/8". (6) FRAMES SHALL BE REINFORCED, DRILLED, AND TAPPED AT THE FACTORY FOR FULLY TEMPLATED HARDWARE ONLY IN STRICT ACCORDANCE WITH THE SPECIFIED CORD E S EC D HARDWARE ONLY AND IN ACCORD WITH INSTRUCTIONS AND TEMPLATES PROVIDED BY THE HARDWARE SUPPLIER. WHERE SURFACE MOUNTED HARDWARE IS TO BE APPLIED, THE DOOR SHALL HAVE REINFORCING PLATES. MINIMUM GAUGES FOR THESE PLATES ARE: a) HINGE & PIVOT: 7 GAUGE 1.25"X10"MIN. b) LOCK FACE, FLUSH BOLTS, CONCEALED HOLDERS, SURFACE MOUNTED CLOSERS, STRIKES:12 GAUGE. c ALL OTHER: 12 GAUGE (1) FLOOR ANCHORS SHALL BE SECURELY WELDED INSIDE EACH JAMB, WITH TWO HOLES PROVIDEDAT EACH JAMB FOR FLOOR ATTACHMENT. MINIMUM THICKNESS OF FLOOR ANCHORS SHALL BE 14 GAUGE. (2) FRAMES INSTALLED IN WOOD STUD PARTITIONS SHALL BE PROVIDED WITH DRYWALL INSTALLATION ANCHORS OF SUITABLE DESIGN, NOT LESS THAN 18 GAUGE THICKNESS, WITH COMPRESSION ANCHOR AT HEAD AND FLOOR ANCHORS AS SPECIFIED IN 2.21. FRAMES SHALL BE ANCHORED TO CONCRETE, MASONRY, OR STEEL WITH ANCHORS OF SUITABLE DESIGN. OFFSET ANCHORS MAY BE REQUIRED AT CERTAIN LOCATIONS. (3) ALL FRAMES SHALL BE PROVIDED WITH A TEMPORARY STEEL SPREADER BAR ATTACHED TO THE — FEET OF BOTH JAMBS TO SERVE AS A TEMPORARY BRACE DURING SHIPPING AND HANDLING. DO NOT REMOVE UNTIL BUCKS ARE FINALLY SECURED IN PLACE. (4) LABELED DOORS AND FRAMES SHALL BE PROVIDED FOR THOSE OPENINGS REQUIRING FIRE PROTECTION RATINGS AS DETERMINED AND SCHEDULED ON THE PLANS. SUCH DOORS AND FRAMES SHALL BE CONSTRUCTED AS TESTED, APPROVED AND LABELED BY A RECOGNIZED TESTING AGENCY HAVING A FACTORY INSPECTION SERVICE. IF ANY DOOR SPECIFIED CANNOT QUALIFY FOR AN APPROPRIATE RATING BECAUSE OF IT'S DESIGN, HARDWARE, OR ANY OTHER REASON, THE OWNER SHALL BE NOTIFIED PRIOR TO SUBMITTING A BID. (5) FINISH SHALL BE A RUST—INHIBITIVE PRIMER APPLIED TO ALL SURFACES OF THE FRAME, THEN FULLY CURED BEFORE SHIPMENT. AFTER FABRICATION, ALL TOOL MARKS AND SURFACE IMPERFECTIONS SHALL BE DRESSED, FILLED, AND SANDED AS REQUIRED TO MAKE ALL FACES AND VERTICAL EDGES SMOOTH, LEVEL, AND FREE FROM IRREGULARITIES. FRAMES SHALL THEN BE CHEMICALLY TREATED TO ENSURE MAXIMUM PAINT ADHESION. (6) THE LOCATION OF HARDWARE ON DOORS AND FRAMES SHALL BE AS FOLLOWS: a) TOP HINGE: 5" FROM HEAD TO TOP OF HINGE. b) BOTTOM HINGE: 10" FROM FLOOR TO BOTTOM OF HINGE. c) INTERMEDIATE: SPACED EQUALLY BETWEEN TOP & BOTTOM HINGE. d) LOCKS & LATCHES: 38" FROM FLOOR TO CENTERLINE. e) BARREL BOLTS AS SHOWN ON DRAWINGS. f) DOOR PULLS & PUSHES: 38" FROM FLOOR TO CENTERLINE. (1) CLEARANCES AT EDGES SHALL BE AS FOLLOWS: a) BETWEEN DOOR AND FRAME AT HEAD AND JAMB: — 1/8". b) AT DOOR SILLS: WHERE NO THRESHOLD IS USED — 3/8" MAXIMUM. WHERE THRESHOLD IS USED — 1/4" MAXIMUM. PART 2 EXECUTION (1) FRAME INSTALLATION: FRAMES SHALL BE SET HOLDING HEAD LEVEL AND MAINTAINING JAMBS SQUARE AND PLUMB. SECURE ALL ANCHORAGES TO ADJACENT CONSTRUCTION. LEAVE SPREADER BARS INTACT UNTIL FRAMES ARE COMPLETELY SET. (2) DOOR INSTALLATION: APPLY HARDWARE IN ACCORDANCE WITH MANUFACTURER TEMPLATES AND INSTRUCTIONS. ADJUST ALL OPERABLE PARTS FOR CORRECT FUNCTION. INSTALLATION OF FIRE RATED DOORS AND HARDWARE SHALL BE IN CONFORMANCE TO UL REQUIREMENTS. INSTALL DRIP CAP, PROVIDED BY OWNER, ABOVE ALL EXTERIOR DOORS. (3) TOUCH—UP: IMMEDIATELY AFTER ERECTION, AREAS WHERE PRIME COAT HAS BEEN DAMAGED SHALL BE SANDED SMOOTH AND TOUCHED UP WITH THE SAME PRIMER APPLIED AT THE SHOP. REMOVE ALL RUST BEFORE TOUCHING—UP. (4) MASONRY CONSTRUCTION: DOOR FRAMES IN EXTERIOR AND INTERIOR MASONRY OPENINGS SHALL BE FILLED SOLID WITH GROUT OR MORTAR. (5) SEAMS IN THE TOP CLOSURE OF EXTERIOR DOORS SHALL BE CAULKED TO PREVENT MOISTURE FROM ENTERING. PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR THE FABRICATION AND INSTALLATION OF ALUMINUM DOORS AND FRAMES (2) IT IS THE INTENT THAT INSTALLED ELEMENTS BE WATER AND WEATHER TIGHT. (3) HORIZONTAL LOAD ON THE ASSEMBLY SHALL BE 24 POUNDS PER SQUARE FOOT UNLESS LOCAL CODE REQUIRES A HIGHER LOADING. THE FABRICATOR SHALL ADD INTERNAL STRUCTURAL REINFORCING SECTIONS AS REQUIRED TO ENSURE THE STRUCTURAL ADEQUACY OF THE ASSEMBLY. (4) APPLICABLE PROVISIONS OF THE ADA (AMERICAN'S WITH DISABILITIES ACT) SHALL BE INCORPORATED INTO THE FABRICATION AND INSTALLATION OF THE VARIOUS ELEMENTS, INCLUDING, BUT NOT LIMITED TO DOOR WIDTHS, DOOR CLOSER SPEEDS, THRESHOLDS, AND RELATED ELEMENTS. PART 2 PRODUCTS (1) FRAMING SHALL BE AS CALLED FOR ON THE DRAWINGS AND BASED ON THE MANUFACTURER'S STANDARDS FOR EACH TYPE. FRAMING MEMBERS SHALL BE MULTI—PART WITH INSIDE GLAZING. FRAMES AT DOORS SHALL HAVE INTEGRAL POCKETS FOR FLUSH GLAZING WITH EXTRUDED NEOPRENE GASKETS OR APPROVED EQUAL. (2) GASKETS AND GLAZING SHALL BE PPG E.D.P.M. BLACK RUBBER LOCK—IN TYPE. (3) FRAMING MEMBERS PROVIDED UNDER THIS SECTION SHALL MEET OR EXCEED THE FOLLOWING PERFORMANCE REQUIREMENTS: a) AIR INFILTRATION NOT TO EXCEED .06 CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH ASTM E —283. b) NO WATER SHALL PASS THE INTERIOR FRAME OF THE SYSTEM WHEN TESTED IN ACCORDANCE WITH ASTM E-331 AT A TEST PRESSURE OF 8.0 PSF. c) WHEN TESTED IN ACCORDANCE WITH ASTM E-330, THE MAXIMUM STRESS SHALL NOT EXCEED 12.7 PSI AND THE MAXIMUM DEFLECTION OF ANY MEMBER SHALL NOT EXCEED 1/175 OF ITS SPAN. WHEN THE LOAD IS REMOVED THERE SHALL BE NO EVIDENCE OF ANY PERMANENT DEFORMATION OR DAMAGE. TEST SHALL BE CONDUCTED UNDER A LOAD OF 24 PSF. d) COORDINATE HARDWARE WITH SUPPLIER. PART 3 EXECUTION (1) FRAMES SHALL BE INSTALLED, GLAZED AND ADJUSTED BY EXPERIENCED TRADESMEN IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. AFTER INSTALLATION THE CONTRACTOR SHALL ADJUST ALL ELEMENTS FOR PROPER OPERATION. PROTECT ALL EXPOSED PORTIONS FROM DAMAGE BY OTHER TRADES. (2) MEMBERS SHALL BE ACCURATELY FITTED AND MECHANICALLY ATTACHED BY MEANS OF SCREWS AND OTHER FASTENERS WHICH FOR THE MOST PART SHALL BE CONCEALED, EXPOSED FASTENERS SHALL MATCH THE FINISH OF THE ALUMINUM MEMBERS. (3) SCREWS, BOLTS, AND OTHER FASTENERS SHALL BE FIRMLY SEATED FORMING CONNECTIONS THAT ARE FREE OF VOIDS, GAPS, AND CRACKS THAT WILL ALLOW WATER TO PASS. (4) VERTICAL ELEMENTS SHALL BE PLUMB, STRAIGHT, AND SQUARE. (5) PRIOR TO ERECTION THE INSTALLER SHALL VERIFY THE OPENING PROVIDED IS ADEQUATE TO SUPPORT THE ASSEMBLY. (6) INTERSECTIONS WITH OTHER WORK AND MATERIALS SHALL BE MADE NEATLY, WITH EVEN JOINTS. ALL ALUMINUM TO MASONRY SHALL BE SEALED WITH DYMERIC SEALANT, TOOLED AND COMPRESSED COMPLETE WITH BACKER ROD. THE COLOR SHALL MATCH THAT OF THE EXPOSED ALUMINUM. (7) ALL FERROUS METALS, INCLUDING GALVANIZED IRON, SHALL BE SEPARATED FROM THE ALUMINUM WITH A BOND BREAKER. (8) THRESHOLDS SHALL BE SET IN A FULL BED OF SILICONE SEALANT IN ADDITION TO NORMAL FASTENERS. (9) PROTECT ALL EXPOSED ALUMINUM FROM DAMAGE AT ALL TIMES, INCLUDING MASONRY DROPPINGS, PAINT, CLEANING SOLUTIONS, AND OTHER CHEMICALS. PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR THE FABRICATION AND INSTALLATION OF THE FINISH HARDWARE. REFERENCE THE DRAWINGS FOR THE LOCATION OF ALL PRODUCTS SCHEDULED. (2) ALL LABELED HARDWARE SHALL CONFORM TO UL SPECIFICATIONS. NFPA #101 SHALL BE THE GUIDE FOR FIRE AND SAFETY. (3) UNLESS OTHERWISE DIRECTED, HARDWARE SHALL BE MOUNTED PER THE HARDWARE MANUFACTURER'S STANDARDS. ACCESSIBLE DOOR HARDWARE SHALL BE INSTALLED IN CONFORMANCE WITH ADA REGULATIONS. (4) EACH HARDWARE ITEM SHALL BE PACKAGED SEPARATELY WITH ALL SCREWS, WRENCHES, TEMPLATES, AND INSTRUCTIONS. MARK WITH DOOR NUMBER TO WHICH EACH PIECE BELONGS. (5) ALL DOORS AND HARDWARE EXCEPT STOREFRONT DOORS AND HARDWARE, ARE TO BE PROVIDED BY THE OWNER. PART 2 PRODUCTS (1) SEE SCHEDULES FOR PRODUCT INFORMATION. (2) HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES. PART 3 EXECUTION (1) ALL HARDWARE SHALL BE CAREFULLY FITTED, SECURED, AND ADJUSTED BY SKILLED MECHANICS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DAMAGE TO SURROUNDING SURFACES SHALL BE REPAIRED TO COMPLETELY CONCEAL THE DAMAGE AND/OR REPLACED AT THE DIRECTION OF THE OWNER. 2 ALL DOORS SHALL LL OPERATE WITHD T I U BINDING OF ANY TYPE AND SHALL RETURN T () 0 A SMOOTH EVEN FIT WITH THE SURFACE OF THE DOOR EQUAL DISTANT FROM THE SIDES AND FACES OF THE FRAME. CLOSERS SHALL GENTLY RETURN ALL DOORS TO THE CLOSED POSITION WITH LATCHES FULLY ENGAGED. LABELED HARDWARE SHALL HAVE THE LABELS AND OTHER OPERATING PORTIONS MASKED OFF BEFORE PAINTING COMMENCES, REMOVE AFTER PAINTING IS COMPLETE. (3) ALL HOLLOW METAL FRAMES FOR DOORS SHALL HAVE THREE RUBBER SILENCERS IN THE STRIKE JAMB. FIRE RATED DOORS SHALL HAVE SMOKE SEALS. (4) THRESHOLDS, REGARDLESS OF LOCATION, SHALL BE SET IN A FULL BED OF SILICONE. (5) ADJUST, CLEAN AND OIL ALL HARDWARE BEFORE FINAL INSPECTION. EXTERIOR DOORS EXCEPT MECHANICAL ROOM DOOR SHALL BE FITTED WITH WEATHERSTRIPPING AND THRESHOLDS. (6) SECTION 08800 — GLAZING �,e PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO ESTABLISH MINIMUM STANDARDS FOR THE MANUFACTURE AND INSTALLATION OF GLASS AND GLAZING. (2) ALL GLASS PRODUCTS SHALL COMPLY WITH STATE AND FEDERAL SAFETY REGULATIONS AND SHALL BE IN COMPLIANCE WITH LOCAL CODE. (3) REFERENCE DRAWINGS FOR LOCATIONS AND SIZES OF ALL GLASS PANELS. (4) WHERE THERE IS AN EXTERIOR AND INTERIOR SURFACE ORIENTATION TO BE MAINTAINED, THE PIECE SHALL HAVE A LABEL ON THE EXTERIOR SURFACE INDICATING THIS SIDE OUT. (5) ALL GLASS PRODUCTS SHALL BE CLEANED OF ALL DUST, DIRT, AND SURFACE CONTAMINATES PRIOR TO FINAL INSPECTION. BOTH SIDES OF ALL GLASS SHALL BE CLEANED AT ALL LOCATIONS. (6) ANY GLASS PRODUCT THAT HAS A CRACK, INTERNAL/EXTERNAL FLAW, CHIPS, PITS, HOLES, VOIDS, OR OTHER SURFACE DAMAGE SHALL BE REPLACED AT NO COST TO THE OWNER. (7) GLASS PRODUCTS SHALL BE PROTECTED FROM THE WORK OF ADJACENT TRADES. PROTECT GLASS FROM WELDING OPERATIONS, MASONRY DROPPINGS, SEALERS, CLEANING SOLUTIONS, WALLPAPER GLUE, AND ALL PAINT. (8) IT IS THE INTENT OF THIS SECTION THAT ALL GLASS AND GLAZING BE WATER AND WEATHER TIGHT IN ALL WIND LOADING AND MOISTURE SITUATIONS. (9) ALL GLASS SHALL BE FROM THE SAME MANUFACTURER TO INSURE CONSISTENT COLOR AND TRANSPARENCY. PART 2 PRODUCTS (1) ALL GLASS PRODUCTS SHALL BE PPG, (PITTSBURGH PLATE GLASS) COMPANY OR APPROVED EQUAL. ALL GLASS TO BE FLOAT GLASS. GLASS SHALL BE MANUFACTURED TO MEET FEDERAL SPECIFICATION DD— G -451D AND ANSI Z97.1. (2) EXTERIOR DOOR GLAZING SHALL BE 1/4" TEMPERED SAFETY GLASS. (3) INTERIOR GLAZING SHALL BE 1/4" TEMPERED SAFETY GLASS, CLEAR. (4) EXTERIOR STOREFRONT GLAZING SHALL BE 1- DOUBLE PANE GLAZING CONSISTING OF TWO 1/4- PIECES OF CLEAR TEMPERED SAFETY GLASS SEPARATED BY 1/2" DESICCANT DRIED AND SEALED AIR SPACE. (5) MIRRORS SHALL BE 1/4" CLEAR POLISHED PLATE MIRROR QUALITY WITH CONCEALED FASTENERS. SIZE SHALL BE AS NOTED ON PLANS. PART 3 EXECUTION (1) ALL GLASS SHALL BE SET ATOP SETTING BLOCKS OF RESILIENT RUBBER WITH A MINIMUM 5/8" BITE ON ALL GLASS AND PROPER TOLERANCE FOR GLASS AND ALUMINUM EXPANSION IN THE VERTICAL AND HORIZONTAL DIRECTIONS. (2) ALL PRESSURE PLATES AND COVERS SHALL BE INSTALLED TO PRODUCE AN EVEN PRESSURE WITH DISTORTION FREE IMAGES. (3) ALL GLASS PRODUCTS SHALL HAVE TEMPORARY MARKINGS AND SYMBOLS ON ONE OR BOTH SIDES TO CLEARLY INDICATE THE OPENING HAS BEEN GLAZED WITH A GLASS PRODUCT. SPECIFICALLY DOORS, SIDELIGHTS AND GLASS AT NORMAL WALKING LEVELS AND PATHWAYS SHALL BE MARKED. REMOVE ALL MARKINGS PRIOR TO FINAL INSPECTION. DIVISION 9. FINISHES SECTION 09250 — GYPSUM WALLBOARD PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO ESTABLISH THE MINIMUM STANDARDS FOR THE INSTALLATION AND MANUFACTURE OF DRYWALL. (2) ALL DRYWALL SHALL BE PROVIDED, HUNG, TAPED, SANDED AND READY FOR PAINTING, FRP COVERING, AND RELATED FINISHES. DRYWALL ABOVE THE CEILING LINE IS REQUIRED TO BE PROPERLY TAPED IF A RATING IS REQUIRED. DRYWALL SURFACES TO RECEIVE FRP OR TILE NEED NOT BE TAPED AND BEDDED UNLESS OTHERWISE NOTED ON PLANS PROVIDING THE BEVELED EDGE IS REMOVED OR THE FINAL FINISH IS INSTALLED IN SUCH A WAY THAT THE BEVEL WILL NOT SHOW, OR AFFECT THE APPEARANCE OR BOND IN ANY WAY. (3) MATERIAL SYSTEMS SPECIFIED ARE THOSE OF UNITED STATES GYPSUM COMPANY (USG) AND SHALL ESTABLISH A STANDARD OF QUALITY. JOHNS—MANVILLE AND BESTWALL GYPSUM COMPANY ARE ACCEPTABLE ALTERNATES; HOWEVER, ALL PRODUCTS MUST MEET OR EXCEED THE MINIMUM STANDARD OF QUALITY. (4) COORDINATE WORK WITH DTHER TRADES, ESPECIALLY ELECTRICAL, PLUMBING AND HVAC FOR LOCATION OF ACCESSORIES IN DRYWALL CONSTRUCTION. AT A MINIMUM, MARK ALL STUDS ON THE SUBFLOOR WITH A PERMANENT BLACK MARKER. ALSO, MARK LOCATION OF PIPES HIDDEN IN WALLS. SPRAY PAINT A RED CIRCLE BELOW EVERY ELECTRICAL BOX TO BE COVERED WITH DRYWALL. (5) TEMPERATURES IN THE BUILDING SHALL BE MAINTAINED WITHIN THE RANGE OF 55 DEGREES F. TO 95 DEGREES F. ADEQUATE VENTILATION SHALL BE PROVIDED TO ELIMINATE EXCESS MOISTURE WITHIN THE BUILDING DURING THIS SAME PERIOD. PART 1 PRODUCTS (1) INTERIOR PARTITIONS: a) WALLBOARD: AS SHOWN ON DRAWINGS, SHALL BE ASTM C36 REGULAR (TYPE III, GRADE R. CLASS 1) OR FIRE—RATED (TYPE III, GRADE X, CLASS 1) WALLBOARD AS INDICATED WITH THICKNESS TO BE ONE—HALF (1/2) INCH AND WIDTH TO BE FORTY—EIGHT (48) INCHES. b) INSTALL A 36" HIGH WAINSCOT WITH 1/2" DUROCK (OR EQUAL) THROUGHOUT THE BUILDING. c) NON—FIRE RATED CEILINGS: ONE—HALF (1/2")INCH ASTM C36 REGULAR. (1) FASTENING SYSTEM: SCREWS PER MANUFACTURER'S SPECIFICATIONS. STEEL SCREWS IN ACCORDANCE WITH ASTM C954 AND C1002. (2) JOINT TAPE AND JOINT COMPOUND: PROVIDE WHERE REQUIRED FOR FIRE RATING OR IF PAINT IS TO BE APPLIED —SEE GENERAL NOTE #2 ABOVE. USE THE THREE (3) COAT FINISHING METHOD. DRYWALL SHALL BE LEFT READY TO PAINT. USE DURABOND 90 JOINT COMPOUND AND PERFORATED JOINT REINFORCING TAPE IN ACCORDANCE WITH ASTM C474 ANB C475. PART 2 EXECUTION (1) ELECTRICAL, CONDUIT PIPING, DUCTWORK, EQUIPMENT, DEVICES, FIXTURES, CABINETS, AND MISCELLANEOUS ACCESSORIES SHALL BE ENCLOSED IN PARTITIONS. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO INSTALL PARTITIONS OF THE REQUIRED THICKNESS TO ENCLOSE WORK. (2) CUT ALL BOARD ACCURATELY. APPLY THE LONG DIMENSION PARALLEL OR PERPENDICULAR OVER FRAMING MEMBERS. JOINTS SHALL BE STAGGERED. POSITION ALL END JOINTS OVER STUD. STAGGER JOINTS AT MULTIPLE LAYER APPLICATIONS. (3) WALLS SHALL BE SCREWED A MINIMUM OF 8" O.C. ON EDGES ON FRAMING MEMBERS AND 12"O.C. IN THE FIELD OF THE BOARD. (4) CEILINGS SHALL BE SCREWED 6" O.C. ON EDGES SUPPORTED BY FRAMING MEMBERS AND 8" O.C. IN THE FIELD OF THE BOARD. (5) COORDINATE THE APPLICATION OF DRYWALL WITH OTHER TRADES FOR THE INSTALLATION OF THEIR WORK, IN PARTICULAR WOOD BACKING FOR THE ATTACHMENT OF SHELVES, DOOR STOPS, FIXTURES, FIRE EXTINGUISHERS, COAT HOOKS, DEVICES, ETC. SECTION 09310 —CERAMIC TILE PART 1 GENERAL (1) THE EXTENT OF THE CERAMIC TILE WORK IS INDICATED ON THE PLANS AND SCHEDULES. (2) ALL CERAMIC TILE, MASTIC, THINSET AND GROUT IS TO BE FURNISHED BY OWNER. (3) INSTALLER SHALL EXAMINE THE SUBSTRATE AND THE CONDITIONS UNDER WHICH THE TILE IS TO BE INSTALLED. NOTIFY THE GENERAL CONTRACTOR IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE INSTALLER. PART 2 PART 2 — PRODUCTS (1) CERAMIC TILE SHALL BE AS SPECIFIED ON DRAWINGS. COEFFICIENT OF FRICTION FOR "SLIP RESISTANT" SURFACES SHALL BE NO LESS THAN 0.6 STATIC COEFFICIENT. (2) TRIM PIECES SHALL BE AS REQUIRED FOR A COMPLETE, CONTINUOUSLY COVED INSTALLATION, OF SAME MATERIAL, SIZE, COLOR, AND FINISH OF FIELD TILE AND AS SHOWN ON DRAWINGS. PART 3 EXECUTION (1) COMPLY WITH ANSI STANDARD INSTALLATION SPECIFICATIONS Al DB.1 THROUGH A10S.7 EXCEPT AS OTHERWISE INDICATED. MAINTAIN MINIMUM TEMPERATURE LEVELS AS RECOMMENDED BY MATERIAL MANUFACTURERS. (2) EXTEND ALL TILE WORK INTO RECESSES AND UNDER EQUIPMENT AND FIXTURES TO FORM A COMPLETE COVERING WITHOUT INTERRUPTIONS, EXCEPT AS OTHERWISE SHOWN. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES AND CORNERS WITHOUT DISRUPTION OF PATTERN OR JOINT ALIGNMENT. (3) COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS FOR MIXING AND INSTALLALLDN OF PROPRIETARY MATERIALS. (4) NEUTRALIZE AND SEAL SUBSTRATES IN ACCORDANCE WITH MORTAR AND ADHESIVE MANUFACTURER'S INSTRUCTIONS. (5) USE ORGANIC ADHESIVE ONLY ON CLEAN, SMOOTH DRYWALL WALLS. (6) UNLESS SHOWN OTHERWISE, LAY TILE IN A NEAT GRID PATTERN. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE THE SAME SIZE. LAY OUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT WIDTHS, UNLESS SHOWN OTHERWISE. (7) SEAL THE TOP EDGE OF ALL COVED TILE BASE WITH GE SILICONE #1702 OR APPROVED EQUAL. 8 LEAVE FINISHED INSTALLATION FREE OF CRACKED CHIPPED BROKEN UNBONDED OR OTHERWISE DEFECTIVE WORK. PROTECT ALL FLOOR TILE INSTALLATIONS WITH KRAFT PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST SEVEN (7) DAYS AFTER GROUTING. CLEAN AS NECESSARY FOR FINAL INSPECTION. PART 1 GENERAL (1) INSTALL LAY—IN CEILINGS AND SUSPENSION SYSTEM AS SHOWN ON THE DRAWINGS (SHEET K-6) AND AS SPECIFIED HEREIN. (2) WHEN ACOUSTICAL TILE CEILINGS ARE SHOWN ON DRAWINGS, SUSPENSION SYSTEM AND LAY—IN PANELS SHALL BE 2'X2' EXPOSED GRID TYPE AND CONFORM TO ASTM C635. 3 THE OWNER WILL PROVIDE A — GRID AN CEILING TI GE FOR INSTALLATION OF () LAY IN D LE PACKAGE THE LAY—IN CEILING AS SHOWN ON THE DRAWINGS. THE RESTAURANT AND REAR AREA SUPPORT AREAS WILL RECEIVE PVC LAY— IN TILES. 4 SUSPENSION SYSTEM SHALL BE INSTALLED AS SHOWN ON DRAWINGS. (5) MAINTAIN A MINIMUM TEMPERATURE OF 55 DEGREES F. PRIOR TO THE INSTALLATION OF MATERIALS. PART 2 PRODUCTS (1) WHERE ACOUSTICAL TILE CEILINGS ARE SHOWN ON DRAWINGS, SUSPENSION SYSTEM AND PANELS SHALL BE INSTALLED TO PROVIDE CLASS A FLAME SPREAD. (2) ACOUSTICAL CEILING BOARDS SHALL BE AS SPECIFIED ON DRAWINGS (SHEET K-6). PROVIDE MISCELLANEOUS SIZES AND SHAPES AS SHOWN ON DRAWINGS. (3) STRUCTURAL CLASS OF THE SUSPENSION SYSTEM SHALL BE INTERMEDIATE DUTY. (4) HANGER WIRE SHALL BE NOT LESS THAN 12 GAUGE GALVANIZED STEEL. PART 3 EXECUTION (1) LAY OUT IN ACCORDANCE WITH PLAN. INSTALL IN ACCORDANCE WITH ASTM C-636 AND MANUFACTURER'S INSTRUCTIONS. A TOLERANCE NO GREATER THAN 1/8" IN 12 FEET WILL BE ALLOWED. (2) SECURE EDGE MOULDINGS TO SUBSTRATE WITH SCREW ANCHORS 16-O.C. SET IN FULL BED OF SEALANT. MITER CORNER JOINTS. BUTT RUNNING JOINTS AND CLIP SO THAT FINISHED BOTTOM SURFACE WILL BE IN SAME PLANE AND NOT OVERLAPPED. (3) INTERMEDIATE SUSPENSION MEMBERS THAT TOUCH THE EDGE MOULDING SHALL BE CUT SO THAT THE BOTTOM FLANGE OF THE MEMBER IS IN THE SAME PLANE AND A TIGHT FIT WITH THE EDGE MOULDING. THE VERTICAL FLANGE OF THE MEMBER SHALL REST ON THE EDGE MEMBER. IT IS IMPERATIVE THE ENTIRE SUSPENSION SYSTEM EXPOSED TO VIEW IS IN THE SAME PLANE SO THE CEILING TILES WILL LAY PERFECTLY FLAT, WITHOUT GAPS BETWEEN THE GRID AND CEILING TILES. PROVIDE ADDITIONAL HANGERS AT LAY—IN LIGHT FIXTURES. WRAP WIRE A MINIMUM OF THREE TIME HORIZONTALLY, TURNING ENDS UPWARD. (4) CEILING PENETRATIONS SHALL BE MADE BY THE CEILING CONTRACTOR, BUT WITH THE FULL COOPERATION OF OTHER TRADES. (5) IN SEISMIC ZONES 2, 3 & 4, INSTALL LATERAL BRACING AS RECOMMENDED BY MANUFACTURER. PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO SET MINIMUM STANDARDS FOR THE SURFACE PREPARATION AND APPLICATION OF PAINT MATERIALS INTERIOR AND EXTERIOR. (2) PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. (3) WORK REQUIRED TO BE PAINTED INCLUDES: a) ALL FERROUS METALS AND SHOP PRIMED MATERIALS. b) PRIMED MATERIALS. c) ALL FERROUS TRASH ENCLOSURES, GATES, GATE HARDWARE, ETC. THAT ARE NOT GALVANIZED OR PLATED. d) ALL HOLLOW METAL DOORS AND FRAMES. e) ALL BOLLARDS AND HITCHING POSTS. (1) WORK NOT INCLUDED: a) GLASS, RUBBER, PLASTIC, STAINLESS STEEL, COPPER, PREFINISHED ALUMINUM, MASONRY (UNLESS NOTED OTHERWISE), EXTERIOR CONCRETE, CONCRETE BLOCK (UNLESS NOTED OTHERWISE) AND SITE CONCRETE FLATWORK. b) PARKING STRIPING AND SPECIAL COATINGS FOUND IN OTHER SECTIONS. (1) PAINT SHALL NOT BE APPLIED OVER CAULKING OR SEALANTS UNLESS SPECIFICALLY CALLED OUT TO BE PAINTED AND ARE SUITABLE TO RECEIVE PAINT. SEALANTS AND CAULKING SHALL BE COLOR COORDINATED WITH THE FINISH COLORS SURROUNDING IT. (2) ALL EXPOSED SURFACES SHALL BE INSPECTED PRIOR TO ANY FINAL PAINTING FOR ANY DEFECTS OR UNACCEPTABLE SUBSTRATE WHICH CANNOT BE CORRECTED BY THE CONTRACTOR BY PROCEEDURES SPECIFIED BELOW. ONCE PAINTING CONTRACTOR COMMENCES PAINTING THE FINAL COAT, THE RESPONSIBILITY OF THE FINAL SURFACE BECOMES HIS. IT IS THE PAINTING CONTRACTOR'S RESPONSIBILITY, THROUGH THE GENERAL CONTRACTOR, TO INSURE THAT THE WORK OF ALL PREVIOUS CONTRACTORS IS READY FOR PAINTING AND HE WILL NOT PROCEED UNTIL ALL CORRECTIONS ARE MADE TO THE SATISFACTION OF THE PAINTING CONTRACTOR. (7) PAINT MATERIALS SHALL NOT BE APPLIED TO THE EXTERIOR WHEN THE TEMPERATURE IS 40 DEGREES AND FALLING OR WHEN FROST OR PRECIPITATION IN ANY FORM IS FORECAST WITHIN THE NEXT 24 HOUR PERIOD. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IF THE ABOVE CRITERIA IS IN CONFLICT WITH THESE DIRECTIONS. (8) THE SURFACES TO BE PAINTED SHALL BE DUST AND CONTAMINATE FREE. THE AREA SHALL BE BROOM CLEANED OF ALL DUST AND DEBRIS. AFTER PAINTING OPERATIONS BEGIN WITHIN A GIVEN AREA, COMMERCIAL VACUUM CLEANING SHALL BE USED. (9) THE CONTRACTOR SHALL PROVIDE SUFFICIENT TEMPORARY LIGHTING FOR THE SURFACE BEING PAINTED. SUFFICIENT LIGHT SHALL BE 50— 60 FOOTCANDLES. (10) THE CONTRACTOR SHALL PROVIDE ADEQUATE VENTILATION OF THE NEWLY PAINTED AREA, OR DURING PAINTING OPERATIONS, TO REMOVE ALL RELEASED MOISTURE AND TOXIC AND VOLATILE SOLVENTS FROM THE BUILDING. WHERE VOLATILE TOXIC OR OTHERWISE HARMFUL VAPORS ARE PRESENT, THE CONTRACTOR SHALL PROTECT THE WORKMEN AND ADJACENT AREAS FROM SUCH AGENTS. FIRE AND EXPLOSION PRECAUTIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE HONORED BY ALL PERSONNEL ON THE PROJECT. PART 2 PRODUCTS (1) MATERIAL USED MUST BE EXACTLY AS SPECIFIED FOR THE VARIOUS TYPES OF SURFACES. (2) USE MATERIALS ONLY AS SPECIFIED ON MANUFACTURER'S DIRECTION LABEL ON CONTAINER. (3) MATERIALS SUCH AS LINSEED Oil, SHELLAC, TURPENTINE, ETC., MUST BE PURE, OF HIGHEST QUALITY AND BEAR IDENTIFYING LABEL ON CONTAINER. (4) ALTERNATE COLORS TO BE COORDINATED WITH THE OWNER. (5) IT SHALL BE UNDERSTOOD THAT THE NUMBER OF COATS CALLED FOR IS A MINIMUM, AND SUFFICIENT PRODUCT SHALL BE APPLIED TO COVER THE MATERIAL AND TO PRODUCE A SMOOTH, DENSE FILM OF CONSTANT QUALITY AND HUE. (6) EXTERIOR FINISHES: a) METAL — GLOSS FINISH/ALKYD BASE i) 1ST COAT: PRIMER AS RECOMMENDED BY MANUFACTURER. ii) 2ND COAT: ALKYD ENAMEL iii) 3RD COAT: ALKYD ENAMEL iv) COLOR: SEE DOOR & FINISH SCHEDULE FOR COLORS. (1) INTERIOR FINISHES: a) METAL — GLOSS FINISH/ALKYD BASE i) 1ST COAT: PRIMER AS RECOMMENDED BY MANUFACTURER. ii) 2ND COAT: ALKYD ENAMEL iii) 3RD COAT: ALKYD ENAMEL iv) COLOR: SEE DOOR & FINISH SCHEDULE FOR COLORS. PART 3 EXECUTION (1) ONLY SKILLED MECHANICS EXPERIENCED IN THE FIELD APPLICATION OF PAINT PRODUCTS SHALL BE USED. (2) GENERALLY APPLICATION SHALL BE BY BRUSH, ROLLER, OR SPRAY. THE APPLICATION METHOD WILL DEPEND ON THE PRODUCTS USED AND THE COVERAGE AND FINAL APPEARANCE OBTAINED. (3) THE CONTRACTOR SHALL SCHEDULE THE APPLICATION OF PAINT TO ENSURE ADEQUATE DRYING TIME IS ALLOWED BETWEEN COATS OF PAINT. NOT MORE THAN ONE COAT SHALL BE APPLIED TO ONE SURFACE IN ONE DAY. (4) THE CONTRACTOR SHALL NOT ONLY PROTECT HIS WORK AT ALL TIMES, BUT SHALL ALSO PROTECT ALL ADJACENT WORK, SURFACES AND MATERIALS BY AN IMPERVIOUS COVERING OR OTHER METHOD INSURE AGAINST CONTAMINATION. UPON COMPLETION OF THE WORK, REMOVE ALL PAINT PRODUCT SPILLS, SPLATTERS, OVERSPRAY AND SIMILAR CONTAMINANTS FROM ALL OTHER SURFACES INCLUDING, BUT NOT LIMITED TO GLASS, PREFINISHED MATERIALS, FLOORING, AND CEILING MATERIALS. (5) REMOVE AND PROTECT HARDWARE, ACCESSORIES, PLATES, FIXTURES, AND SIMILAR ITEMS OR PROVIDE AMPLE MASKING AND INPLACE REMOVABLE PROTECTION TO INSURE AGAINST CONTAMINATION. UPON COMPLETION CAREFULLY REPLACE ALL REMOVED ITEMS AND REMOVE ALL MASKING AND CONTAMINATES FROM SURFACES. (6) ALL PAINT MATERIALS SHALL BE EVENLY APPLIED WITH ADEQUATE ILLUMINATION AND SPREAD TO PRODUCE A SMOOTH SURFACE WITHOUT RUNS, SAGS, HOLIDAYS, BRUSH OR ROLLER MARKS, AIR BUBBLES, PIN HOLES, OR UNEVEN COVERAGE. (7) WHERE SPRAY PAINTING IS USED, OVERSPRAY SHALL BE REMOVED IMMEDIATELY AFTER APPLICATION. (8) METAL ACCESSORIES SHALL BE GENERALLY SPRAY PAINTED, INCLUDING DOORS, FRAMES, GRILLES, LOUVERS, ETC. (9) SURFACES SHALL BE CLEAN, DRY, FREE OF OUST AND GREASE, AND FREE OF ANY MATERIAL THAT MAY DIRECTLY OR INDIRECTLY AFFECT THE ADHESION, SURFACE, COLOR OR HUE OF THE FINAL COATS OF PAINT. PART 1 GENERAL (1) INSTALL FRP (FIBERGLASS REINFORCED POLYESTER PANELS) AS CALLED FOR ON THE DRAWINGS. (2) FRP, FRP TRIM PIECES AND ADHESIVE WILL BE FURNISHED BY OWNER. PART 2 PRODUCTS (1) FRP: PANEL SHALL BE 4' X 8' X 3/32" PEBBLE SURFACE FIBERGLASS REINFORCED PANEL. ADHESIVE AS REQUIRED BY MANUFACTURER. INSTALL OVER GYPSUM BOARD AS SHOWN ON PLANS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. a) CLASS 'A' FIRE RATED FRP PANELS TO BE USED WHERE LOCAL CODES REQUIRE. b) COLOR PER INTERIOR COLOR SCHEDULE. (1) MOLDINGS: SHALL MATCH CORRESPONDING WALL PANEL AS FURNISHED SHED BY PANEL MANUFACTURER. MOLDINGS SHALL INCLUDE THOSE NECESSARY FOR A COMPLETE WORKMANLIKE FINISH INCLUDING INSIDE CORNERS, OUTSIDE CORNERS, DIVIDER BARS AND END STOPS. PART 3 EXECUTION (1) INSTALL AS PER MANUFACTURER'S DIRECTIONS AS INDICATED ON FINISH SCHEDULE PER ARCHITECTURAL PLANS. (2) BEFORE PROCEEDING WITH WORK, OBTAIN EXACT DIMENSIONS AS REQUIRED RED FOR AN AC CU RATE FIT. (3) THE INSTALLER MUST EXAMINE THE SUBSTRATE TO WHICH THE PRODUCT WILL BE APPLIED AND THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NOTIFY THE GENERAL CONTRACTOR IN WRITING OF ANY UNSATISFACTORY CONDITION. DO NOT PROCEED UNTIL THE UNACCEPTABLE CONDITION IS CORRECTED. (4) INSTALL PANELS LEVEL, PLUMB AND TRUE WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. BEFORE MAKING CUT—OUTS, DRILL PILOT HOLES IN ALL CORNERS. CENTER PANELS TO MINIMIZE SEAMS AND WASTE. PART 1 GENERAL (1) INTERIOR DOOR SIGNAGE: INSTALL OWNER PROVIDED INTERIOR SIGNS AS INDICATED ON THE DRAWINGS. (2) PROVIDE AND INSTALL ALL REQUIRED TRAFFIC CONTROL SIGNAGE AS DETERMINED BY FIRE AUTHORITIES, ADA REQUIREMENTS, AND THE OWNER. (3) HANDICAPPED PARKING SIGN: DESIGN HC 1000/SERIES 400 OR AS SHOWN ON SITE PLANS. (4) EXTERIOR SIGNAGE, EXCEPT AS NOTED ABOVE WILL BE SUPPLIED BY OWNER AND INSTALLED BY OWNERS SUPPLIER. GENERAL CONTRACTOR TO COORDINATE INSTALLATION WITH THE NATIONAL SUPPLIER. PART 1 GENERAL (1) IT IS THE INTENT OF THIS SECTION TO PROVIDE FOR THE INSTALLATION OF AWNINGS OVER THE FRONT AND REAR DOORS ON ALL BUILDINGS. THEY WILL ALSO BE INSTALLED TO PREVENT EXCESSIVE HEAT GAIN IN THE BUILDING BY SHIELDING STOREFRONT GLASS FROM SOUTHERN, WESTERN, AND SOUTHWESTERN EXPOSURES. (2) AWNINGS SHALL CONSIST OF: 1" SQUARE MILL FINISH EXTRUDED ALUM. TUBE FRAME, BERRIDGE 24 GA. GALV. "TEE— PANEL" STANDING SEAM ROOF PANELS, 'DEEP RED' MILL FINISH ALUM. 'z' CLIPS PART 2 PRODUCTS (1) MANUFACTURER: BERRIDGE, PRODUCT: 24 GA. GALV. "TEE—PANEL", STANDARD WIDTH PANEL COLOR: 'DEEP RED', KYNAR 500/HYLAR 5000, BOTTOM OF PANEL TO HAVE WASH COAT PRIMER PROVIDE MATCHING 24 GA. TOP, END AND EDGE FLASHING REFER TO M AND P SHEETS FOR SPECIFICATIONS. REFER TO E SHEETS FOR SPECIFICATIONS. �Ji- <z: ;_: _ ____ � ✓' c y`` 0 V C o ca Q .cc0CL — Xz a _ 0v°io,°)Oj_R U rn c acs ° ry o W.2 a � o ai= vim• Lo I F 0 3 co O 0_ N 0 U U M Nw Nt C N Q i� C3L 3 y N co T,�_ I v 3 M Ir v _0>, 04 a)°C p C0>°--= O = � °0>Ncw 3 N co 0-:3. _ 0 a a_ co o >.•' 3 a) Lf a LL.J r7 'OdcV 3 I c 0Ww co 00 ° Y �6ca�yp of cr ►M C 0`03 A -0 0)3 0 0 1-04- c c 04, o 0 3 w L C 4' m°aa+�>, H `vW w 3Q v � ft fk r 0. W ® ~ to W< l � 0 m N 0 co 0 1 y 0 r� 0 ULo ZiL o z a) N V i N . I- oun 0 0 _v a 0 I� *5 a (f C v Ei� c A x�� ! As 0 rn Lo z O Q E U Ld CILN zt . Y_ Or 3 w CL \ir Z Q Oa 1= N _0 000 Li.l >6lit CED � cn w >Q J D m >_ 0 Ix E Q 0 :2O J Ld Y ci w O N O H LTJ Q U 3: U) O CHECKED BY: MDP DRAWN BY: KELLY SPECIFICATIONS JOB N0: SHEET 30233 SP�2 DATE: OF _27 �� . J 11/30/17 SHEETS 0) P6 U V / 1t 48'- 0" 4" BRICK VENEER PILASTER AT , CAN WASH REAR CORNERS. PROVIDE 4" - --- �---, ---- SOLID -GROUTED CMU BELOW SEE ARCH 5 TURN DOWN SLAB GRADE TO FOOTING.-""" PROVIDE VENEER TIES TO 4 S-1 �.. .- 12ALL AT O.C. O" O.C.CVERT AND R1 S - 1..F' r"' 1 R1 FOUNDA110N PLAN V / SCALE: 1/4" = 1'-0" SEE PLAN & SCHED FOR VERT REINF FINISH GRADE/ PAVING, SEE SITE DWGS �w m U Lu oa m U-0 Hp LU W� c� o LADDER TYPE JT REINF @ 16" OC 8" CMU, SEE ARCH DWGS CIPC SOG W/ 8" THICKENED EDGE, SEE PLAN ` 6 MIL VAPOR RETARDER 43/8' LAP DOWELS PER SCHEDULE 12" CMU FND- FILL ALL CELLS W/ GROUT, TYP CIPC FTG, SEE PLAN SEE SCHED "' EXT FND WALL SCALE: 3/4" = 1'-0" 3/4" BASE PL, DIM AS SHOWN W/ 4- 5/8"0 ANCHORS, SEE 6/S-1 FOR MORE INFO NOTE: CIPC SOG NOT SHOWN FOR CLARITY INSIDE EDGE OF 12" CMU FND WALL BLW FULLY GROUT ALL FND CELLS :w■ 1/4 1/4 1 1/2" 4" EDGE BLOCK B HSS COL BASE PL (PLAN VIEW) SCALE: 3/4" = l'-0" JOINT TO OCCUR BLW CMU BEYONDDOOR THRESHOLD / ;........ ..... WIN SYSTEM CIPC SOG W/ 8" EXT WALK THICKENED SLOPES 1/4"/FT EDGE, SEE PLAN Lu L, s cn m � Z ' C3m 6 MIL VAPOR oElfo RETARDER GV Cn �w o 3 3/8" 12" CMU FND- FILL ALL 0 CELLS AIV J U CIPC FTG, SEE SEE SCHED PLAN EXT FND WALL AT DOOR SCALE: 3/4" = 1'-0" HSS COL, SEE PLAN 4" EDGE BLOCK 12" CMU FND WALL, SEE PLAN 4 (GRID 4" STOREFRONT, SEE ARCH DWGS SIDEWALK W/ THICKENED EDGE @ SOME LOCATIONS may.. CIPC SOG W/ 8" THICKENED EDGE, SEE PLAN z_ a u_ o I 6 MIL VAPOR RETARDER W co4" EDGE N a m BLOCK 12" CMU FND- FILL ALL uj REINFORCED CELLS W/ GROUT, TYP #4 DOWELS @ 48" OC (ALT HOOK DIR) CIPC FTG, SEE PLAN 0 SEE SCHED EXT FND WALL AT STOREFRONT Lu o� } U m (D LJ 1 CIPC SOG W/ 8" THICKENED EDGE, SEE PLAN SCALE: 3/4" = l'-0" 1/2" RADIUS TOOLED EDGE FINISH GRADE/ PAVING, SEE SITE DWGS N co w Z LL 0 wU m 0 C� ui U M 3" CLR-r l'- 0" 3 1 SEE SOILS REPORT FOR SUBGRADE REQUIREMENTS SIDEWALK TURN -DOWN SLAB SCALE: 3/4" = l'-0" STD LAP LENGTH, SEE SCHEDULE 8" CMU WALL ALIGNED OVER 12" FND WALL BLW, SOLID GROUTED- SEE PLAN & SCHEDULE FOR REINF HOOK WALL VERTS TO LOWER MAT, ALT HOOK DIR J SEE SCHED INTERIOR WALL FOUNDATION SCALE: 3/4" = l'-0" �j 3/4" L -SHAPED BASE PL, DIM AS SHOWN W/ 4- 5/8"0 ANCHORS, SEE 6/S-1 FOR MORE 3/4" BASE PL W/ 4- 5/8"0 INFO HEX HEAD ANCHOR ROD ATOP ±1 1/2" NON -SHRINK GROUT, SEE DETAIL 7/S-1 - - - - & 8/S-1 FOR PLAN VIEW/ #4 DOWEL @ 48" OC 4" EDGE BLOCK SEE SCHEDULE CIPC FTG, SEE PLAN HSS COL BRG EXT CMU FND WALL SCALE: 3/4" = 1'-0" CIPC SOG, SEE PLAN 6 MIL VAPOR RETARDER 12" CMU FND- GROUT SOLID INSIDE EDGE OF 12" CMU FND WALL BLW FULLY GROUT ALL FND CELLS i 0" Eff ;4�r­ 3" 1/4 "E 4" 1 1/2" NOTE: CIPC SOG NOT C SHOWN FOR CLARITY HSS COL BASE PL (CORNER PLAN VIEW SCALE: 3/4" = 1'-0" SHEET NOTES: 1. TOP OF FOOTING ELEVATIONS TO BE COORDINATED WITH LOCAL UTILITY LINES PRIOR TO CONSTRUCTION 2. TOOLED CONTROL JOINTS FOR EXTERIOR SIDEWALKS TO BE LOCATED AT CL OF WINDOW MULLIONS AT EXTERIOR SIDEWALKS ONLY- SEE ARCHITECTURAL DRAWINGS FOR MORE DETAILS 3. SEE SCHEDULE FOR SIZE AND SPACING OF DOWELS AND REINFORCING 4. ALL DIMENSIONS ARE TO FINISHED FACE OF MASONRY SURFACES SCHEDULES & LEGENDS: CMU WALL REINF SCHEDULE MARK DOWEL VERT REINF HORIZ REINF Z3 M 0�0' O SIZE SIZE SPA SIZE SPA (R1 #4 #4 32" OC 244 32" OC w Q z ADDITIONAL REMARKS: 1. SEE GENERAL NOTES, 2/S-3, AND 4/S-3 FOR ADDL INFORMATION. 2. ALL REINFORCED CELLS SHALL BE SOLIDLY GROUTED. 3. SEE REBAR LAP SCHEDULE FOR REQUIRED LAP LENGTHS. 4. ALL BOND BEAMS SHALL BE MIN OF 8" DEEP, UNO. WHEN CONSTRUCTING BOND BEAMS USING HALF -HEIGHT BLOCKS, THE COURSE CONTAINING THE REINFORCING AND THE COURSE ABOVE MUST BE SOLIDLY GROUTED. WHEN USING FULL HEIGHT BLOCK, ONLY THE COURSE CONTAINING THE REINFORCING NEED BE GROUTED. 5. BOND BEAMS SHALL BE CONSTRUCTED USING PROPER BOND BEAM SECTIONS, FIELD -MODIFIED BLOCKS SHALL NOT BE PERMITTED. 6. ALL WALL SEGMENTS SHALL RECEIVE AT LEAST ONE VERT IN THE LAST CELL AT EACH END. WALL SEGMENTS GREATER THAN 16" LONG SHALL HAVE A MIN OF 3 VERTS ALONG THE LENGTH. ALL WALLS SHALL HAVE A CONT BOND BEAM AT THE ROOF LEVEL AND AT THE TOP OF WALL. DRAWN BY: REBAR LAP SCHEDULE BAR 03000 PSI CONC MASONRY REINF CLASS 'A' CLASS 'B' VERT HORIZ #3 17" 22" 15" 12" #4 22" 28" 20" 15" #5 28" 36" 25" 19" #6 33" 43" 30" 23" #7 48" 62" 35" 28" ADDITIONAL REMARKS: 1. USE CLASS 'B' LAP LINO ON THESE DRAWINGS 2000 PSF FOOTING SCHEDULE MARK SIZE REINFORCING F1 1'-6"W x 10"D, CONT 2- #4, CONT F2 T-0" x T-0" x 10"D 4- #4 EA WAY 2500 PSF FOOTING SCHEDULE MARK SIZE REINFORCING F1 1'-6"W x 10"D, CONT 2- #4, CONT F2 2'-6" x 2'-6" x 10"D 3- #4 EA WAY ADDITIONAL REMARKS: 1. VERIFY SOIL BEARING CAPACITY WITH SOILS REPORT. IF NO SOILS REPORT IS AVAILABLE, 2000 PSF SCHEDULE MUST BE USED SPECIAL INSPECTION: CONCRETE: PER IBC 2006 SECTIONS 1704.1 AND 1704.4 EXCEPTIONS 1, 2, & 3, SPECIAL INSPECTION OF CONCRETE CONSTRUCTION IS NOT REQUIRED FOR THIS STRUCTURE. MASONRY: PER IBC 2006 SECTIONS 1704.1 AND 1704.5 EXCEPTION 1, SPECIAL INSPECTION OF MASONRY CONSTRUCTION IS NOT REQUIRED FOR THIS STRUCTURE. STRUCTURAL STEEL: SPECIAL INSPECTIONS WILL ONLY BE REQUIRED WHEN WARRANTED BY CONDITIONS BY THE LOCAL BUILDING OFFICIAL PER IBC 2006 SECTION 1704.1 EXCEPTION 1, AND, IF REQUIRED, WILL ONLY BE PERFORMED PERIODICALLY PER SECTION 1704.3 EXCEPTIONS 1 AND 2 AND CONFORM TO TABLE 1704.3. � C■ �c m C �a 12/05/2017 01ItIIIIIf4f N Iii. f 0 No, 8262" t v J Z"' — 4k m 17151-0389 o0 cO N u Lu MCO W 0 J m �Z m Z w Q U -)Q m Hw Z3 M 0�0' O c N ti Z Q LY U o v w , F= _ L a Lu cy U Y O 0 O :L:ul ® w Z o M Lu �U:jl < O Cn O w � U cn10 CL U Or-- Z mW p 1? 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PROVIDE VENEER TIES TO WALL AT 16" O.C. VERT AND 12" O.C. HORIZ. 1 I I dK TOW 116'- 8" co M v N 48' - 0" 5 SOLID -GROUTED CMU ---- _..._.- VERTS AND PARAPET, JB 110'- 8 S SEE 5/S-2 ' LINTEL OVER OPENING, SEE SCHEDULE ao w 10K1 @5'-6" cn 'A v 21'- 0 7/8" RETURN AIR END OF RTU m mmm _..................._.... ._.._.....-.........._„_ ._... ._ ._._ ..._ ...�..�...�. ...........� ........._. _,,.. .:,(RTU'D', SEE MECH) 22 III _. (CL RTU) 4 ------- - S-2 ; ....6 �.cy TOW 116' - 0" S-2 TOW 110'- 11 5/8" TOW 116'- 8" 9 4 ;\S-2 TOW 116- 0" TOS 111' - 2 3/8" r BM BRG 110' - 1 3/4" : LINTEL OVER OPENING, w3 , SEE SCHEDULE (FAN 'A', 19' 9 318" CL FAN SEE S-2 MECH) ca _.w -'F zo W < TOS 111'- 8" BEVEL PERP STL ' ANGLES @ CORNER & FULLY WELD TOGETHER, TYP HSS12X3X5/16 111'- 5 1/2" VENEER BRICK 1" PROUD OF MAIN PARAPET AT - - CORNERS, SEE ARCH FOR ' 8 DIMENSIONS AND DETAILS S--22 " 7/S-2 AND 8/S-2 FOR CHANGE IN BRICK SUPPORT AT THESE LOCATIONS 11/2" 23- 6 3/8" C n�,_ROUOF FIRAMING_PLAN SCALE: 1/4" = 1'-0" TYP 3/16 11/2 ALL JSTS 3/16 V 11/2 STL JSTS, SEE PLAN (2 1/2" MIN JST BRG LINO BY MFR) 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @ 6" GA @ EACH JOIST LOCATION VERT WALL REINF, SEE PLAN 1/2" :F STL JOIST BRG AT CMU WALL SCALE: 1" = 1'-0" 1 S-2 HSS12X3X5/1 111'- 5 1/2" 23- 6 3/8" 8 S-2 TOS 111' - 8" i i i 11/2" A 1 NOTE: B PARAPET FRAMING NOT SHOWN FOR CLARITY 1/2" CAP PL PL 1/4x2x0'-4" TAB FLUSH TO INTERIOR SIDE OF HSS BM, SEE r'11 ^"' HSS BM, SEE PLAN BM, BEVEL EDGE ON COL 1/2" GAP AS REQD TO FIT TOS TOS SEE PLAN SEE PLAN e CV i TYP 1 -SIDE 3/16 I ONLY 3/16 TYP HSS COL W/ L4x4x3/8x0'-3" @ CL 3/16 OF BM & COL ON CAP PL SEE EA SIDE OF COL 1/4 TMP FOR ADDL IN HSS COL, SEE PLAN " 1/4 V, STL BEAM TO COOL CONN PERP BM TO SCALE: ROOF DECK, SEE PLAN DECK BRG ANGLE SEE 4/S-2 Q BM BRG PARALLEL TO CMU WALL SCALE: 3/4" = 1'-0" PT 2x NAILER W/ HILTI PAF @ 24" 01 ROOF DECK, SEE rLMIN FASTEN ROOF DECK PER GENERAL NOTES. 2 1/2" MIN BEARING CONT L3 1/2x3 1/2x1/4 W/ 1/2"0 EPDXY ANCHORS (4 1/2" MIN EMBED) @ 48" OC MAX (MIN 3 BOLTS PER LENGTH OF ANGLE) SEE 3/S-3 FOR ANGLE SPLICE DETAIL VERT WALL REINF, SEE PLAN & SCHED ROOF DECK B SCALE: 1" = 1'-0" COLCONN MIN 1/4 1/4 TO PLAN -47 HSS BM, SEE PLAN TYP SEATED BM CONN W/ UPPER TAB, SEE 1/S-2 HSS BM, SEE PLAN 8"' 8" 9" EMBED PL1/2"x6"x REQD W/ 2- 2' - 3" ROWS OF 3- 5/8"0 x5" HAS @ 10 3" GA (SPA AS SHOWN) #4 VERT & GROUT SOLID ALL CELLS UNDER EMBED PL ARAPET :E ARCH CONT BOND BM W/ 2- #4 @ TOP OF WALL, TYP 8"CMU CONT BOND BM W/ 2- #4 @ PERIMETER OF ROOF DECK. ENSURE REINF DOES NOT CONFLICT W/ EPDXY BOLTS & 4" MIN OF SOLID GROUT ABV & BLW EPDXY BOLTS (3 COURSES MIN, STEP AS READ) GROUT STOP MESH AT BOT OF BOND BMS ONLY, CONT BTWN VERT GROUTED CELLS, TYP RG ANGLE TO CMU WALL SCALE: 1" = 1'-0" GRID CONT PT DBL TOP PL, GRID 55/8" 3" STAGGER SPLICES 16" MIN 7„ OIL TO PARAPET 1/2" SHTHG TYP TO PARAPET SEE ARCH THROUGHOUT, SEE GEN SEE ARCH NOTES FOR FASTENING UNO 2x4 @ 16" OC W/ 1/2" ON DETAIL SHTHG AS SHOWN VENEER, SEE ARCH - �q CONT 2x8 LEDGER W/ 2- #12 x (SEE GEN NOTES ' PL 1/2x6x0'-8" W/ 2- 1/2"0 v VENEER, SEE ARCH (SEE 4" SCREWS @ EA STUD, FOR VENEER TIE x6" HAS @ 4" GA @ EA GEN NOTES FOR VENEER BEVEL AS REQD SPACING, TYP) ' JOIST LOCATION TIE SPACING, TYP) 2x4@32"OC W/ 'SIMPSON' A34 @ EA END CONT BEVELED 2x8 ROOF DECK, SEE PLAN LEDGER W/ #10 x2" TEK PT BOT PL W/ 2 TYP MTL DECK PT BOT PL W/ 2 ROWS OF # SCREWS @ 12" OC, ROWS OF #10 x 2" ` 10 x 2" TEK SC RES 12" �5° DIAPHRAGM STAGGER OFF CL 2" EW @ lQ5° @ l FASTENING, SEE GEN TEK SCRES 12 OC J OC, STAGGER OFF CL 3/4" NOTES 10d x 1 1/2"'TEKO' EW NAILS @ 6" OC HSS 2 1/2x2 1/2x3/16 3-12 BLOCKING BTW ALL - ROOF DECK, JOISTS W/ L2x2x3/16 3-12 3/16 SEE PLAN I DECK ANGLE CONT BOND BM W/ 2- # FILL 4 @TOP OF WALL, TYP TO USE PAF FOR VENEER TIES CONT L2x2x3/16" rF �� FLUSH>_ @ STL BM AS REQD @EDGE OF DECK] 2-12 GROUT STOP MESH AT BOT ; 2x8 LEDGER W/ #10 x2" OF BOND BM, CONT BTWN NOTCH WD PLATES & HSS BM, SEE PLAN TEK SCREWS @ 12" OC, VERT GROUTED CELLS STUDS AROUND STL STAGGER OFF CL 2" EW ANGLE AS REQD TO FIT / I i4s° CMU WALL, SEE PLAN BRG ELEV 110'-0" / 2x4 KICKER @ 24" OC W/ 1 'SIMPSON' A34 @ EA END CONT BENT PL 3/8x4x1'-0" NOTE: WHERE VENEER BUMPS OUT 1", PROVIDE 2x BLKG @ PLYWD CONT BENT PL 3/8x5x1'-0" / PANEL EDGE, TYP j1 BO STUD WALL 2x4 @ 24" OC W/ 1/2" PLYWD- 108'-10" FASTEN TOP PL TO BM W/ PAF @ 12" OC, STAGGER OFF DEFLECTION TRACK, SEE CL 3/4" EW ARCH 2x6 LEDGER W/ 2- 16d @ EA STUD STOREFRONT, SEE ARCH PARAPET FRAMING AT SIDE GLASS SCALE: 1" = l'-0" 3/16 3-12 gL BRG ELEV 110'-0" CONT BENT PL 3/8x5x1'-0" NOTE: WHERE VENEER BUMPS OUT 1", PROVIDE CONT BENT PL 3/8x6x1'-0" OIL BO STUD WALL 108'-10" NOTE: SEE 7/S-2 FOR MORE INFORMATION TYP MTL DECK DIAPHRAGM FASTENING, SEE GEN NOTES CONT 2x8 LEDGER, ALIGN OVER TWO DECK RIBS AS SHOWN- SEE 7/S-2 FOR FASTENING ROOF DECK, SEE PLAN SHEET NOTES: 1. THE ROOF STRUCTURE IS NOT DESIGNED TO CARRY FUTURE ROOFTOP EQUIPMENT LOADS 2. JOISTS SUPPORTING ROOFTOP UNITS SHALL BE REINFORCED AS SPECIFIED IN DETAIL 1/S-3 1 1 /2" 'B' Deck 17151-0389 I j1TOW/ TO PARAPET INDICATES TOP OF WALL/ PARAPET xxx,-xx,, ELEVATION 1 1 /2" 'B' Deck XXX' -XX" W12x14 INDICATES TOP OF STEEL (TOS) ELEVATION XXX' -XX" INDICATES ROOFTOP EQUIPMENT LOCATION, SEE PLAN —. �— INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. WHERE REQ'D, HORIZ BRIDGING SHALL BE L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE L2x2x3/16 22GA MASONRY LINTEL SCHEDULE OPENING WIDTH REINF BEAM GROUT DEPTH LESS THAN OR EQ TO S-0" 22GA 8" MIN T-0" TO 6-0" 245 16" MIN ADDITIONAL REMARKS: 1. SEE 4/S-3 FOR ADDITIONAL INFORMATION j SET IS ACHIEVED ROOF DECK, SEE PLAN Z _ OPNG FOR ROOF DRAIN- PROVIDE : --� 9 16K2 0 -6 SHTHG EDGE -a �Q2 VERT SUPPORTS W/ CONT #6 IN EA LLLLLL SEE ARCH ego CELL @ APPROX THIRD PTS OF TOS 111'- 4 1 /4" ARCH �0 WALL LENGTH (AVOID ROOF JST OJ�i/) CHECKED BY: MMH BRG LOCATIONS) JDC PT NAILER W/ PAF @ 12" OC BM BRG 110'- 3 3/4" CONT BOND BM W/ 2- #4 @ TOP SEE PLAN OF WALL, TYP 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @1111101 GROUT STOP MESH AT BOT OF CL OF PL (6" OC) co Ii. GROUTED CELLS VERT WALL REINF, ........ co t _., 3 (RTU 'A', SEE MECH) M S-2 (CL RTU) ; (CL RTU) "' (CL RTU) a _ ... I s (RTU B ,SEE MEC H) .. (RTU 'C', SEE MECH )' _ 7 _ _ _ _ _ — _ _ _ — — — — _. — — — --- — — 8' - 01/4" RETURN AIR END OF RTU]I[_ S-2 21'-21' RETURN to - 61/4" AIR END OF RTU o 11 Lu I X 39' - 7 3/4" RETURN AI END OF RTU o JN U) M U) EXTEND ADJ STL cy w _ ANGLES TO MEET TYP 2 AT CENTER & 2PLACES FULT(1C`LFTHFRDI I TOS 111'- 8" BEVEL PERP STL ' ANGLES @ CORNER & FULLY WELD TOGETHER, TYP HSS12X3X5/16 111'- 5 1/2" VENEER BRICK 1" PROUD OF MAIN PARAPET AT - - CORNERS, SEE ARCH FOR ' 8 DIMENSIONS AND DETAILS S--22 " 7/S-2 AND 8/S-2 FOR CHANGE IN BRICK SUPPORT AT THESE LOCATIONS 11/2" 23- 6 3/8" C n�,_ROUOF FIRAMING_PLAN SCALE: 1/4" = 1'-0" TYP 3/16 11/2 ALL JSTS 3/16 V 11/2 STL JSTS, SEE PLAN (2 1/2" MIN JST BRG LINO BY MFR) 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @ 6" GA @ EACH JOIST LOCATION VERT WALL REINF, SEE PLAN 1/2" :F STL JOIST BRG AT CMU WALL SCALE: 1" = 1'-0" 1 S-2 HSS12X3X5/1 111'- 5 1/2" 23- 6 3/8" 8 S-2 TOS 111' - 8" i i i 11/2" A 1 NOTE: B PARAPET FRAMING NOT SHOWN FOR CLARITY 1/2" CAP PL PL 1/4x2x0'-4" TAB FLUSH TO INTERIOR SIDE OF HSS BM, SEE r'11 ^"' HSS BM, SEE PLAN BM, BEVEL EDGE ON COL 1/2" GAP AS REQD TO FIT TOS TOS SEE PLAN SEE PLAN e CV i TYP 1 -SIDE 3/16 I ONLY 3/16 TYP HSS COL W/ L4x4x3/8x0'-3" @ CL 3/16 OF BM & COL ON CAP PL SEE EA SIDE OF COL 1/4 TMP FOR ADDL IN HSS COL, SEE PLAN " 1/4 V, STL BEAM TO COOL CONN PERP BM TO SCALE: ROOF DECK, SEE PLAN DECK BRG ANGLE SEE 4/S-2 Q BM BRG PARALLEL TO CMU WALL SCALE: 3/4" = 1'-0" PT 2x NAILER W/ HILTI PAF @ 24" 01 ROOF DECK, SEE rLMIN FASTEN ROOF DECK PER GENERAL NOTES. 2 1/2" MIN BEARING CONT L3 1/2x3 1/2x1/4 W/ 1/2"0 EPDXY ANCHORS (4 1/2" MIN EMBED) @ 48" OC MAX (MIN 3 BOLTS PER LENGTH OF ANGLE) SEE 3/S-3 FOR ANGLE SPLICE DETAIL VERT WALL REINF, SEE PLAN & SCHED ROOF DECK B SCALE: 1" = 1'-0" COLCONN MIN 1/4 1/4 TO PLAN -47 HSS BM, SEE PLAN TYP SEATED BM CONN W/ UPPER TAB, SEE 1/S-2 HSS BM, SEE PLAN 8"' 8" 9" EMBED PL1/2"x6"x REQD W/ 2- 2' - 3" ROWS OF 3- 5/8"0 x5" HAS @ 10 3" GA (SPA AS SHOWN) #4 VERT & GROUT SOLID ALL CELLS UNDER EMBED PL ARAPET :E ARCH CONT BOND BM W/ 2- #4 @ TOP OF WALL, TYP 8"CMU CONT BOND BM W/ 2- #4 @ PERIMETER OF ROOF DECK. ENSURE REINF DOES NOT CONFLICT W/ EPDXY BOLTS & 4" MIN OF SOLID GROUT ABV & BLW EPDXY BOLTS (3 COURSES MIN, STEP AS READ) GROUT STOP MESH AT BOT OF BOND BMS ONLY, CONT BTWN VERT GROUTED CELLS, TYP RG ANGLE TO CMU WALL SCALE: 1" = 1'-0" GRID CONT PT DBL TOP PL, GRID 55/8" 3" STAGGER SPLICES 16" MIN 7„ OIL TO PARAPET 1/2" SHTHG TYP TO PARAPET SEE ARCH THROUGHOUT, SEE GEN SEE ARCH NOTES FOR FASTENING UNO 2x4 @ 16" OC W/ 1/2" ON DETAIL SHTHG AS SHOWN VENEER, SEE ARCH - �q CONT 2x8 LEDGER W/ 2- #12 x (SEE GEN NOTES ' PL 1/2x6x0'-8" W/ 2- 1/2"0 v VENEER, SEE ARCH (SEE 4" SCREWS @ EA STUD, FOR VENEER TIE x6" HAS @ 4" GA @ EA GEN NOTES FOR VENEER BEVEL AS REQD SPACING, TYP) ' JOIST LOCATION TIE SPACING, TYP) 2x4@32"OC W/ 'SIMPSON' A34 @ EA END CONT BEVELED 2x8 ROOF DECK, SEE PLAN LEDGER W/ #10 x2" TEK PT BOT PL W/ 2 TYP MTL DECK PT BOT PL W/ 2 ROWS OF # SCREWS @ 12" OC, ROWS OF #10 x 2" ` 10 x 2" TEK SC RES 12" �5° DIAPHRAGM STAGGER OFF CL 2" EW @ lQ5° @ l FASTENING, SEE GEN TEK SCRES 12 OC J OC, STAGGER OFF CL 3/4" NOTES 10d x 1 1/2"'TEKO' EW NAILS @ 6" OC HSS 2 1/2x2 1/2x3/16 3-12 BLOCKING BTW ALL - ROOF DECK, JOISTS W/ L2x2x3/16 3-12 3/16 SEE PLAN I DECK ANGLE CONT BOND BM W/ 2- # FILL 4 @TOP OF WALL, TYP TO USE PAF FOR VENEER TIES CONT L2x2x3/16" rF �� FLUSH>_ @ STL BM AS REQD @EDGE OF DECK] 2-12 GROUT STOP MESH AT BOT ; 2x8 LEDGER W/ #10 x2" OF BOND BM, CONT BTWN NOTCH WD PLATES & HSS BM, SEE PLAN TEK SCREWS @ 12" OC, VERT GROUTED CELLS STUDS AROUND STL STAGGER OFF CL 2" EW ANGLE AS REQD TO FIT / I i4s° CMU WALL, SEE PLAN BRG ELEV 110'-0" / 2x4 KICKER @ 24" OC W/ 1 'SIMPSON' A34 @ EA END CONT BENT PL 3/8x4x1'-0" NOTE: WHERE VENEER BUMPS OUT 1", PROVIDE 2x BLKG @ PLYWD CONT BENT PL 3/8x5x1'-0" / PANEL EDGE, TYP j1 BO STUD WALL 2x4 @ 24" OC W/ 1/2" PLYWD- 108'-10" FASTEN TOP PL TO BM W/ PAF @ 12" OC, STAGGER OFF DEFLECTION TRACK, SEE CL 3/4" EW ARCH 2x6 LEDGER W/ 2- 16d @ EA STUD STOREFRONT, SEE ARCH PARAPET FRAMING AT SIDE GLASS SCALE: 1" = l'-0" 3/16 3-12 gL BRG ELEV 110'-0" CONT BENT PL 3/8x5x1'-0" NOTE: WHERE VENEER BUMPS OUT 1", PROVIDE CONT BENT PL 3/8x6x1'-0" OIL BO STUD WALL 108'-10" NOTE: SEE 7/S-2 FOR MORE INFORMATION TYP MTL DECK DIAPHRAGM FASTENING, SEE GEN NOTES CONT 2x8 LEDGER, ALIGN OVER TWO DECK RIBS AS SHOWN- SEE 7/S-2 FOR FASTENING ROOF DECK, SEE PLAN SHEET NOTES: 1. THE ROOF STRUCTURE IS NOT DESIGNED TO CARRY FUTURE ROOFTOP EQUIPMENT LOADS 2. JOISTS SUPPORTING ROOFTOP UNITS SHALL BE REINFORCED AS SPECIFIED IN DETAIL 1/S-3 3. SUPPORT ALL ROOF DECK OPENINGS PER 5/S-3 17151-0389 FRAMING LEGEND: j1TOW/ TO PARAPET INDICATES TOP OF WALL/ PARAPET xxx,-xx,, ELEVATION SBM BRG INDICATES BEAM BEARING ELEVATION XXX' -XX" W12x14 INDICATES TOP OF STEEL (TOS) ELEVATION XXX' -XX" INDICATES ROOFTOP EQUIPMENT LOCATION, SEE PLAN —. �— INDICATES JOIST BRIDGING OR X -BRACING, SEE JOIST MFR'S RECOMMENDATIONS. WHERE REQ'D, HORIZ BRIDGING SHALL BE L1 1/4x1 1/4x3/16 AND X -BRACING SHALL BE L2x2x3/16 SCHEDULES & LEGENDS: MASONRY LINTEL SCHEDULE OPENING WIDTH REINF BEAM GROUT DEPTH LESS THAN OR EQ TO S-0" 244 8" MIN T-0" TO 6-0" 245 16" MIN ADDITIONAL REMARKS: 1. SEE 4/S-3 FOR ADDITIONAL INFORMATION � C• STL JOIST BRG ON CMU WALL I. ` SLOPEDDo- W Z TOW/PARAPET a C -31 U-) � rn 17151-0389 °° O v N SEE ARCH PT NAILER, SEE 4/S-2 W 2x8 BLKG BTWN EA !({' O =_Z2 u_ JST, ALIGN UNDER Q g L.0 In TWO DECK FLUTES CONT LINTEL OVER OPNG REINF CONT L2x2x3/16 ANGLE, BREAK W/ 2- #6 x CONT @ EVERY OTHER ANGLE & NOTCH ROOF DECK, `-- HALF HT BLOCK COURSE, TYP @ AROUND EA VERT SUPPORT U REAR PARAPET 3/16 PROVIDE SHORING UNTIL FULL 3/16 3/16 2-12 j SET IS ACHIEVED ROOF DECK, SEE PLAN Z _ OPNG FOR ROOF DRAIN- PROVIDE : --� 9 2- 16" WIDE, FULLY GROUTED CMU VERT WALL REINF, SEE PLAN SHTHG EDGE -a �Q2 VERT SUPPORTS W/ CONT #6 IN EA LLLLLL SEE ARCH ego CELL @ APPROX THIRD PTS OF ARCH �0 WALL LENGTH (AVOID ROOF JST OJ�i/) CHECKED BY: MMH BRG LOCATIONS) JDC PT NAILER W/ PAF @ 12" OC ROOF BAR JST, CONT BOND BM W/ 2- #4 @ TOP SEE PLAN OF WALL, TYP 1/2"x6"x0'-8" BRG PL W/ 2- 5/8"0 x4" HAS @1111101 GROUT STOP MESH AT BOT OF CL OF PL (6" OC) co BOND BM, CONT BTWN VERT GROUTED CELLS VERT WALL REINF, SEE PLAN 8" CMU � C• STL JOIST BRG ON CMU WALL I. ` SLOPEDDo- W Z cv "' a C -31 U-) � rn 17151-0389 °° O v N ii to co Qw°OLu W 2x8 BLKG BTWN EA !({' O =_Z2 u_ JST, ALIGN UNDER Q g L.0 In TWO DECK FLUTES Z c i ~Q AS SHOWN- SEE 7/S-2 ---- 5 cy FOR FASTENING Q U QZ Z 3/16 2-12 ROOF JOISTS, 8" CMU Z _ SEE PLAN 2X4 FRAMING, SEE 7/S-2. 9 PROVIDE ADD'L 2x BLKG AT VERT WALL REINF, SEE PLAN SHTHG EDGE -a �Q2 DEFLECTION TRACK, LLLLLL SEE ARCH ego STOREFRONT, SEE ARCH �0 PARAPET FRAMING AT FRONT GLASS SCALE: 1" = 1'-0" ROOF DECK & BRG ANGLE, SEE 4/S-2 3/16 3/16 L3x3x3/16x0'-3" W/ 5/8"0 EPDXY ANCHOR (4 1/2" MIN EMBED) SEE GENERAL NOTES FOR EPDXY INTO HOLLOW CELL BRIDGING TO CMU WALL CONNECTION v % SCALE: 3/4" = 1'-0" BRIDGING PER JOIST MFR ROOF JST, SEE PLAN a 12/05/2017 m No .,E' a o, 8262� p A M STATE O i R1 t�� Y O O Z ® ti O ❑ w o Z W C) M OU) O _ U o d Lu U ti Z M Z L Lu m Q U Q aS ti � o Lu U w Q O Lu U cy 0 ©w Z ❑ J 00 Q� _ � LO U LO Lu ZF Q W Z cv "' a C -31 U-) � rn 17151-0389 °° O v N ii to co Qw°OLu W OU) U) W O =_Z2 u_ Z Q g L.0 In 0 U) — O Z c i ~Q W m U o v 5 cy w ; _ Lu Q U Y O O Z ® ti O ❑ w o Z W C) M OU) O _ U o d Lu U ti Z M Z L Lu m Q U Q aS ti � o Lu U w Q O Lu U cy 0 ©w Z ❑ J 00 Q� _ � LO U LO Lu ZF Q STRUCTURAL c� z Q W �m w� =w �N o� W N Of r0 _ aM oz z= oZ 0Q �o o� w W= o �a z� Lu w� o � =w Lu 0 J U— = aW U— u- LL o� w0 w a� oz � W 0-;z � o �w U ww W U) W �m <a a zw LLI wLU Lu 0 u� W 0 W ao wz zt- c� ? WU ow Q0 uo Zia .-,,g Zu-W Imp ~ U WW W w=m t- oc=n JOB NO: W a U 17151-0389 S -Z Q W 0 11/2812017 OF 27 SHEETS Z Y In a 1 a 5 cy N_ QZ Z m CL QW Z _ a N Q O 2-1 9 00 Q Z Y 'L -a �Q2 O o LLLLLL NW ego Ow UWZ Lu �0 M� OJ�i/) CHECKED BY: MMH DRAWN BY: JDC STRUCTURAL c� z Q W �m w� =w �N o� W N Of r0 _ aM oz z= oZ 0Q �o o� w W= o �a z� Lu w� o � =w Lu 0 J U— = aW U— u- LL o� w0 w a� oz � W 0-;z � o �w U ww W U) W �m <a a zw LLI wLU Lu 0 u� W 0 W ao wz zt- c� ? WU ow Q0 uo Zia .-,,g Zu-W Imp ~ U WW W w=m t- oc=n JOB NO: SHEET U 17151-0389 S -Z Q W DATE: 11/2812017 OF 27 SHEETS J m POINT LOAD rvm r wr�u TYPICAL BAR JOIST POINT LOADS SCALE: 1" = 1'-0" CONT BOND BM, SEE 10/S-3 4 "U'Li LJU �_U j 1/2"0 EPDXY CONT ROOF ANGLE, ANCHOR @ EA END SEE 10/S-3 1" OF ANGLE, SEE 10/S-3 PIL 1/2x4x1'-1", / Z CENTERED ON ar or SPLICE 1 /4 TYPICAL ANGLE SPLICE SCALE: 3/4" = 1'-0" 3/16 3/16 TYP 3/16 DECK SPAN DIRECTION M ROOF JOIST, SEE PLAN L5x3x1/4 ON BOTH SIDES OPENING SPANNING BT1 JOISTS SECTION A -A TYP BENEATH OUTSTANDING LEG OF BAR JOIST L1 1/2x1 1/2x3/16, TYP 1IAIl1 NOTE:CONTRACTOR COORDINATE CONDITIONS W/ MECHNICAL EQUIPMENT LOCATIONS PROVIDE 1800 HOOK AT - DISCONTINUOUS/ CORNER WALL LOCATIONS LINTEL BLOCK TO BE REINF PER LINTEL SCHEDULE ON S-2 TYP VERT WALL REINF, SEE SPECIFIC WALL SECTION FOR SIZE & SPACING SEE SCHEDULE FOR VERT WALL REINF SIZE & SPACING VERT WALL REINF TO BE SUPPORTED AT 192 VERT BAR DIA, NOT TO EXCEED 10'-0" OC BY 1-#9 GA TIE W/ 2" HOOKS INTO MORTAR JTS <. w Q GROUT ALL REINF CELLS SOLID NOTE: 1. WEBS AROUND CELLS CONTAINING GROUT ARE BEDDED UNLESS THE ENTIRE WALL IS GROUTED 2. VERTICAL REINF TO BE CENTERED IN WALL UNO 3. VERTICAL REINF TO BE PLACED AT EACH CORNER & ON EA SIDE OF ALL CONTROL JOINTS � TYPICAL VERT WALL REINF IN CMU SCALE: 3/4" = 1'-0" WALL OPENING 40 BAR DIA OR 2'- 0" WHICHEVER IS GREATER, TYPi I TYPICAL OPENING THRU CMU WALL SCALE: 1/2" = 1'-0" FASTEN DECK W/ 5/8"0 PUDDLE WELDS @ 6" OC ALL AROUND OPENING COPE ANGLE AS REQD AT JOIST PLAN VIEW REINF AT DECK OPENINGS SCALE: 1/2" = 1'-0" NOTE: COORD W/ ARCH & ENGINEER FOR OPENINGS LARGER THAN 36", NO REINF REQD FOR OPENINGS 4" SQ OR LESS ROOF JOIST, SEE PLAN L3x3x1/4 DECK OPENING, 36"x36" MAX EXTEND LINTEL REINF 48" PAST OPENING OR LAP TO BOND BM REINF NOTE: ONE BAR SHOULD BE PLACED IN EA VERT CELL BESIDE OPNG, UNO 1- #4, GROUT IN FIRST CELL ADJACENT TO MASONRY OPENING OR PROVIDE EQ NUMBER & SIZE OF BARS INTERRUPTED BY OPENING WHICKEVER IS GREATER, TYP ALL SIDES VERT BARS TO RUN CONT FROM TOP TO BOTTOM 1-#4 IN GROUT FILLED BOND BEAM IN FIRST COURSE BENEATH OPENING GENERAL STRUCTURAL NOTES: AVON, IN 1. Contractor shall verify all dimensions and job site conditions before commencing work and shall report any discrepancies to the engineer. 2. Contractor shall review and verify all dimensions shown on structural drawings with those shown on architectural drawings. Contractor shall notify the Architect of any discrepancies between the architectural and structural drawings and receive written clarifications of discrepancies before proceeding with construction. 3. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the engineer for clarification before proceeding with the work. 4. The design, adequacy and safety of erection bracing, shoring, temporary supports, etcetera is the sole responsibility of the contractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completion of all gravity and lateral framing, roof and floor diaphragms, and finish materials. 5. Shop drawings are to be checked and approved by the General Contractor prior to submitting for Architectural and Engineering review. General Contractor is responsible for verification and coordination of dimensions and details for each subcontractor. 6. General notes shall not substitute for specifications. Conflicts between the two shall be brought to the engineer's notice or the stricter criteria shall be used. 7. The General Contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. DESIGN CRITERIA 1. CODE: 2008 IN BUILDING CODE (2006 IBC W/ AMMEND) 2. DESIGN LOADS: ROOF LOADS: LIVE= 20 PSF SNOW Pf =14 PSF (Pg = 20 PSF) Ce = 1.0, Ct = 1.0, 1 = 1.0 LATERAL LOADS: WIND - 90MPH (3 Second Gust), Exposure C I= 1.0, Occupancy Category 11, GCpi = +l- 0.18 Exterior Components and Cladding Wind Pressures - Effective Wind Area = 20 SF Max Wall Pressures = +19.11-24.9 SEISMIC - Intermediate Reinf. Masonry Shearwalls (R=3.5) Equivalent Lateral Force Analysis Site Class D, Design Category B, Occupancy Category II Ss = 20.6%g, S1 = 8.7%g, Sds = 22.0%g, Shc =13.9%g I =1.0, Cs = 0.063, Base Shear (V) = 3.2 KIPS 3. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF (ASSUMED VALUE) FOUNDATION 1. The building is supported on continuous spread footings and isolated thickened footings bearing on competent subgrade. 2. The bottom of all footings and slabs to bear on solid native, inorganic, undisturbed soil or approved compacted fill. Bottom of all exterior footings to bear 36" min. below finished grade, deeper if required by site grading or local building codes. 3. There shall be a minimum compaction to 95% of the maximum dry density (ASTM D698 Standard Proctor) of all backfill of soils under slabs on grade. 4. No concrete shall be placed in excavation containing water or on frozen soil. 5. Foundation design based on Assumed Values. It is the responsibility of the Owner to verify soil bearing capacity with a licensed, professional Geotechnical Engineer. 6. Backfill shall be placed against both sides of walls simultaneously. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before the floor system is in place. CAST -IN-PLACE CONCRETE 1. Minimum Compressive Strength: t pc = 3000 psi at 28 days, normal weight. 2. Maximum Slump: 3" for slabs and footings, 4" for walls, columns and beams. 3. Concrete shall be ready mixed in accordance with ASTM C94. Cement shall conform to ASTM C150, Type I or II. Aggregate shall conform to ASTM C33. 4. Curing compound shall conform to ASTM C309, Type 2, Class B. 5. Concrete shall be air -entrained, unless noted otherwise. Interior concrete floor slabs to receive a hard -troweled finish shall not utilize an air -entraining agent nor shall the air content exceed 3%. Concrete shall conform to section 4.2.2.4 of ACI 301, latest edition, for durability. 6. Calcium Chloride shall not be added to concrete. 7. Material and workmanship shall be in accordance with the requirements of the latest edition of the "Building Code Requirements for Reinforced Concrete" (ACI 318). 8. All Detailing, Fabrication, and Erection of reinforcing shall conform to latest edition of ACI "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) and the current "Building Code Requirements for Reinforced Concrete" (ACI 318). 9. Reinforcing Steel: ASTM A615 - Grade 40 for #3, Grade 60 for #4 and larger. 10. The following minimum concrete cover shall be provided for reinforcement per ACI 318. Concrete cast against and permanently exposed to earth: 3" Concrete cast against forms and exposed to earth or weather #6 through #18 bars: 2" #5 bar and smaller: 1-1/2" Concrete not exposed to weather or in contract with ground Slabs, walls, joists: 314" Beams, columns: 1-112" 11. Unless noted otherwise, lap splices in concrete shall be class "B" tension lap splices (24" minimum) per the latest edition of ACI 318. Stagger alternate splices a minimum of one lap length. Lap welded wire fabric so that the overlap between outermost cross wires of each sheet is not less than the cross wire spacing plus 2 inches. All splice locations are subject to approval by Engineer and shall be made only where indicated on the drawings. Extend all horizontal reinforcing continuous around corners and intersections or provide bent corner bars to match and lap with horizontal bars at corners and intersections of footings and walls. 12. Provide bar supports and spacers to support all reinforcement in proper locations and wire adequately at intersections to hold bars firmly in position while concrete is placed. Bar supports and spacers which rest on or exposed surfaces shall be hot dipped galvanized or plastic coated. 13. Vertical dowels shall be secured and supported in place prior to placing concrete. 14. All slabs on grade shall be placed over 6" base of well -compacted gravel or stone. Cover base with approved vapor barrier before placing concrete. Cover vapor barrier with 2" of sand or pea gravel. 15. Slab on grade shall be reinforced as indicated on plans. Where fiber reinforcing is indicated, a minimum of 1.5#/yd"3, or the manufacturer's stated minimum, shall be used. 16. Location of construction or pour joints must be approved by the engineer if different from those shown on these drawings. Joints shall be placed at a maximum spacing of 154" unless noted otherwise. 17. Isolation Joint Material shall be 112" thick full height of joint, unless noted otherwise. 18. All saw cut joints shall be sawn as soon as allowed by saw manufacturer recommendations. After completing the finishing of the slab, joints shall be made within 4 hours in hot weather and within 12 hours in cold weather. 19. Concrete Placement Cold weather is defined b ACI 306 as "The ittemperaturer n ahas fallen to or is expected to fall below, 40°F"� when cold weather conditions YP exist, place concrete complying with ACI 306. Hot weather is defined by ACI 305 as "any combination of high air temperature, low relative humidity, and wind velocity tending to impair the quality of fresh or hardened concrete or otherwise resulting in abnormal properties'; when hot weather conditions exist, place concrete complying with ACI 305. 20. Chamfer exposed edges of concrete beams and columns 3/4" unless noted otherwise. 21. Grout under all column base plates and beam bearing plates with non -shrink, non-metallic, l" minimum thickness. CONCRETE MASONRY UNITS 1. Masonry work shall conform to all requirements of the latest edition of ACI 530 "Building Code Requirements for Masonry Structures". 2. Concrete masonry units shall conform to ASTM C90, Grade N, Type 1 unless noted otherwise. Compressive strength on net cross-sectional area of individual masonry units shall be 1900 psi. Net area compressive strength of masonry (fm) shall be 1500 psi. 3. Masonry shall be laid in ASTM C270 Type "S" mortar, unless noted otherwise and shall have fill mortar coverage of face shells in both horizontal and vertical joints. Minimum 28 day compressive strength shall be 1800 psi. 4. Grout for reinforced masonry shall conform to ASTM C476. Grout for reinforced masonry shall have a compressive strength of 3000 psi at 28 days and shall conform to the following: A. Grout in spaces 3"x4" and greater shall have a slump of 9" to 11" with 3/8" maximum aggregate size. B. Grout in spaces 2"x4" and smaller shall have a slump of 9" and conform to ASTM C476. 5. Horizontal Joint Reinforcing shall be ladder type in CMU wall with no. 9 gauge wire at 16" o.c. maximum, conforming to ASTM A82. Provide 6" laps at all splices. 6. Cells containing reinforcement shall be solidly filled with grout at lifts not to exceed 4'-8" and the grout shall stop 1-112" below the top of course to form a key at pour joints. 7. Provide clean-out openings at the bottom of each grout lift in excess of 5 ft lifts. Openings shall be provided at each cell to be filled with grout. All debris and projecting mortar shall be removed prior to grout placement. 8. Reinforcing steel shall conform to ASTM A615, Grade 60 or ASTM A706. 9. Reinforcement shall be a minimum length of 4'-8" plus required splice. Minimum lap splice shall be 48 bar diameters and spliced bars shall be tied together. 10. Where reinforcement is not detailed, provide one #5 at all sides of and adjacent to every opening which exceeds 24" in either direction. Extend vertical reinforcement full height of wall and horizontal reinforcement 24" beyond each side of opening. 11. Continue bond beams Z-0" minimum around comers. Where bond beam steps, lap bond beam courses 2'-0" minimum. Continue bond beam reinforcement through masonry control joints. 12. Vertical reinforcement in walls shall be supported and secured against displacement at 4 foot maximum intervals. 13. When a foundation dowel does not align with the vertical cell to be reinforced, it shall not be bent over. The cells at the dowel location shall also be grouted solid even though it is adjacent to the cell where the vertical reinforcement is located. 14. Unless noted otherwise, provide vertical masonry control joints at 30'-0" max. Coordinate location with architect. 15. Grout shall be consolidated by mechanical vibration during placing to minimize voids in the grout. 16. Mortar shall be tested for the first day's work and every 3 days thereafter, or as directed by architect. Grout shall be tested for each lift or for each 2000 square feet of wall, whichever provides the greatest amount of testing, or as directed by architect. Provide 3 samples per mortar or grout test. Test one sample at 7 days and two at 28 days. All testing shall be done by a qualified testing laboratory. 17. Erected masonry shall be fog sprayed every 8 hours for 48 hours following installation when the air temperature exceeds 100° or when the air temperature exceeds 90° and the wind velocity is greater than 8 mph during the first 48 hours after erection. 18. All concrete masonry units shall be installed using a running bond unit arrangement, unless noted otherwise. STRUCTURALSTEEL 1. Structural steel construction, fabrication, and erection shall conform with the latest AISC "Code of Standard Practice for Steel Buildings and Bridges" and applicable provisions of AWS "Structural Welding Code". 2. Steel fabricator shall participate in the AISC Quality Certification Program and is designated an AISC Certified Plant, Category STD. 3. Steel Materials shall conform to the following: A. Wide Flange Sections: ASTM A992, Fy = 50 ksi B. Plates, Bars, Angles: ASTM A36, Fy = 36 ksi C. Rectangular HSS Sections: ASTM A500, Grade B, Fy = 46 ksi D. Round HSS Sections: ASTM A500, Grade B, Fy = 42 ksi E. Steel Pipe: ASTM A53, Grade B, Fy = 35 ksi F. Anchor Rod Material: ASTM F1554 Grade 36 G. Bolts for Framed Connections: ASTM A325 -N H. Expansion anchors: Hilti "Kwik Bolf' or approved equal I. Epoxy Anchors: Installation and embedment per Manufacturer's recommendations or as noted per plans. 1. Concrete Embedment - Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 2. Grouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 150" adhesive or approved equal. 3. Ungrouted Masonry Embedment: Hilti "HAS" Rod with "HIT HY 20" adhesive and screen tube or approved equal. J. Powder Actuated Fasteners Steel to Concrete: Hilti "X -DNI 47 P8" or approved equal K. Powder Actuated Fasteners Steel to Steel: Hilti "X-EDNI 16 PT or approved equal L. Shear Connector Studs: ASTM Al 08, Grade 1015, Fu = 65 ksi 4. Framed connections shall consist of snug -tightened joints with standard holes in all plies of the joint and 314" diameter ASTM A325 -N bolts, unless noted otherwise. 5. Welding electrodes or wires: E70XX unless noted otherwise. Welding shall conform to current AWS "Code for ARC and Gas Welding in Building Construction". All welding shall be performed by an AWS Certified Welder. 6. Minimum Fillet Weld Sizes, unless noted otherwise: Thickness of Thinner Part Joined: Min. Fillet Weld Size: 3/16" -1/2" 3116" >1/2" - 314" 114" >3/4" 5116" (verify preheat requirements) Maximum Fillet Weld Sizes, unless noted otherwise: Thickness of Material Joined: Max. Fillet Weld Size: <114" Thickness of material 1/4" and greater Thickness of material minus 1/16" When end returns are used, the length of the return shall be at least twice the nominal weld size, but shall not exceed four times the nominal weld size. 7. All copes, blocks, cut-outs, and cutting of structural members shall have all reinforced comers shaped, notch -free, to a radius of 112" minimum. 8. All exposed steel shall be painted unless noted otherwise. All surfaces shall be given a shop coat of approved primer to minimum dry thickness of 2 mils (0.051 mm). Touch up paint of all field welds and serious abrasions to the shop coat with paint compatible with the shop coat. Do not paint surfaces that are to be fire- proofed, embedded in concrete, welded, or in a slip -critical or fully tensioned connection. 9. For Miscellaneous Steel not shown on these drawings, see Architectural and Mechanical Drawings. Provide holes for blocking in beams, channels, and angles as shown on Architectural and other drawings. 10. Field welded stud connectors shall be welded to steel members with automatically timed stud welding equipment connected to a suitable power source. 11. All steel located at or below grade shall have asphaltic emulsion applied to protect against water and oxidation. STEEL JOISTS 1. Steel joists shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Joist Institute" and shall conform to the "Standard Specifications for Open Web Steel Joists, K -Series", latest edition. 2. Longspan steel joists shall conform to the "Standard Specifications for Longspan Steel Joists, LH -Series and Deep Longspan Steel Joists, DLH-Series" adopted by the "Steel Joist Institute", latest edition. 3. Adjust location of steel joist bridging as required to permit clearance for ducts, other mechanical apparatusand light fixtures. 4. Align joists to a plumb position with maximum sweep not to exceed 1/8" x total length of joist divided by ten, before installation of bridging. STEEL DECKING 1. Steel Decking shall be ICBO approved and fabricated by a manufacturer who is a member of the "Steel Deck Institute" and shall conform to ASTM A446 Grade A or higher with a minimum strength of 33 ksi. Deck galvanizing shall be in accordance with ASTM A525 G-60. Individual sheet length shall be continuous for 2 or more spans unless noted otherwise and approved by the Engineer. Minimum sheet end and side lap length shall be per manufacturer's recommendations. 2. Metal roof deck shall be 22 gauge galvanized steel, unless noted otherwise. Deck profile shall be Type B, wide width rib, with 1-1/2" nominal corrugation depth designed in accordance with the SDI Specifications for Steel Roof Deck. Required minimum section properties: 1= 0.169 in^4/ft, Sp = 0.186 in^3/ft, Sri = 0.192 inA31ft 3. Roof deck units shall be anchored to supporting members with 518" diameter puddle welds or equivalent: A. 36/5 pattern (3rd, 5th and both end flutes) B. Mechanically fasten side laps of adjacent deck units between supports. Use 6 - #10 self -tapping screws per span. C. Puddle weld at 113 points or 20" o.c. (whichever is less) at all intermediate members. WOOD 1. Framing lumber shall comply with the latest edition of the National Design Specification (NDS) for Wood Construction. All sawn lumber shall be stamped with the grade work of a certified lumber grading agency. Moisture content shall not exceed 19%. All sawn lumber shall be Spruce -Pine -Fir, unless noted otherwise. 2. Sawn Lumber: Smaller dimension <4x nominal: no. 2 & better Smaller dimension >4x nominal: no. 1 & better 3. Glu -Lams: Continuous or cantilevered members - 24F -V8 Simple span members - 24F -V4 4. Wood Structural Panels: All panels shall bear the stamp of the APA or of an approved grading agency with span rating as called out on these drawings. Walls: 112" - 24/0 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Roof: 518" - 40/20 Sheathing - Nail: 8d @ 6" o.c. - edges 8d @ 12" o.c. - field Floor: 314" - 24 oc T&G Sturd-I-Floor or 48124 T&G Sheathing - Glue & Nail: 10d @ 6" o.c. - edges 10d @ 10" o.c. - field Provide blocking at panel edges and as designated on these drawings. 5. Framing Anchors: "Simpson" oraPProved equal. In stall as per manufacturer's re commendation . 6. For nailing not shown on these drawings, use IBC nailing schedule, Table 2304.9.1. 7. Structural members shall not be cut for pipes, ducts, etc., unless specifically noted, detailed or approved in writing by the engineer. 8. All exposed members or members in contact with concrete shall be preservative -treated wood stamped by an approved agency. 9. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment without ammonia shall be galvanized (G185) per ASTM A653 and ASTM A153 or Type 316L stainless steel. All steel, fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment with ammonia shall be Type 316L stainless steel. 10. All non-bearing walls below framing shall be slip connected to allow for potential framing deflection and uplift. SPECIAL INSPECTIONS Special inspections shall be required per the latest edition of International Building Code (IBC) Sections 1704 through 1709. 1. GENERAL (Section 1704.1) -The owner shall employ one or more qualified special inspectors to provide inspections during construction on the types of work listed under Section 1704 of the IBC. Special Inspection shall be in addition to the Inspections required per Section 109 of the IBC. 2. STEEL CONSTRUCTION (Section 1704.3) - The special inspection for steel elements of buildings and structures shall be as required by Section 1704.3 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.3. Welding inspection and inspector qualification shall be in compliance with AWS D1.1. Steel supplier shall be an AISC STD certified plant. 3. CONCRETE CONSTRUCTION (Section 1704.4) - The special inspections and verifications for concrete construction shall be as required by Section 1704.4 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.4. Material testing will be performed under the General Contractor's supervision according to the requirements of Chapters 3 and 5 of the ACI 318. 4. MASONRY CONSTRUCTION (Section 1704.5) - Masonry construction shall be inspected and evaluated in accordance with the requirements of Sections 1704.5.1 through 1704.5.3 of the IBC. Continual and periodic special inspection requirements for Occupancy Category I, II, or III as required per Table 1704.5.1. Continual and periodic special inspection requirements for Occupancy Category IV as required per Table 1704.5.3. 5. SOILS (Section 1704.7) - Special inspections for existing site soil conditions, fill placement and load-bearing requirements shall be as required by Section 1704.7 of the IBC. Continual and periodic special inspection requirements performed as required per Table 1704.7. Special inspections of soils shall be performed in conjunction with the requirements of the project geotechnical report and with the Geotechnical Engineer of Record. 6. CONTRACTOR RESPONSIBILITY (Section 1706) Each contractor responsible for the construction of the lateral system or components requiring special inspection shall submit a written statement of responsibility to the Building Official and the Owner prior to the commencement of work on the system or component per Section 1706.1 of the IBC. 0 E ■ < 12/05/2017 No, 82621 sd STA I0- O ® O z W LL, O U Z M a Z ❑ N LU - aL w Z ❑ < U � Q cw ii■ W C a �o or Q U Z Q n U) U W LU Q ti 0 0 M Q 0 co U O L Lri Z ch N CD rl- 0 O %v ti U cu c U_ m rn LO LL ZC14 ri LO M �) `�/// z O N N LO ■■` gl Qw°Oco W rn W~�� W =Z� Z Q � LO QM=)M LL_ 0 U) O LU c i Ln ti Z F- W H 2 L 0 - LU w O ® O z W LL, O U Z M a Z ❑ N LU - aL w Z ❑ < U � Q cw ii■ W C a �o or Q U Z Q n U) U W LU Q ti 0 0 M Q 0 co U O L Lri Z ch N CD rl- 0 O %v ti U cu c U_ m rn LO STRUCTURAL U) 0 Z ¢LU C, UJ w� =w �_5 LL = o0 LU LU N (� Yo = a� 0Z oM z} C) >- 0< 5o ow Wm a= w0 WW U IL z - w U N o � =w = UJ J 0 LL _ LL <w LL LL Q Doff F LL UJ a -z 0 w WU) a- z UJo N =)W U r_ W� w� �U cow <a zw cow w� Zo U3: cop mw wZ z� c� ? 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SLOPE AT 1/4" PER FOOT. 0 �i T I 20 DRAIN TROUGH �*HWASHER 3/4" TEMPERATURE & PRESSURE RELIEF VALVE EXTEND TYPE "L" HARD COPPER PIPING TO DRAIN CPRE -RINSE SPRAY C, 2" DRAIN BOOSTER HUB DRAIN (SECURED TO EATER (SEE AIR GAP/ DISHTABLE , HUB DRAIN STRUCTURE) ro DETAIL BELOW) DISHWASHER DRAIN DETAIL NOT TO SCALE KIT. EQUIP. FURNISHED BY K.E.C, (THAT HAS PLUMBING CONNECTIONS) O2 COFFEE MACHINE O5 COKE MACHINE 6 ICE BIN 11 HAND SINK (AT DISHTABLE) 18 DISH TABLE 19 DISHWASHER IGREASE DRAIN PIPE 20 BOOSTER HEATER ITO DROP DOWN ALONG WALL AT THIS 34 GLASS FILLER ILOCATION. 65 ICE MACHINE 69 3 COMPARTMENT SINK 71 HAND SINK (REAR SUPPORT AREA) 29 PRE -RINSE SPRAY ASSEMBLY 13 VEGETABLE PREP SINK 13 MOP SINK BASIN 153 FLOOR SINK IN, JIL IN, I v 2„ \ 14„ 69 I \ \ \ 2 \ 2" \ \ \ I i 3" Qi �2„ 4„ 3 J4" 4" / A / z» USE KITCHEN EQUIPMENT DRAWINGS FOR ROUGH -IN LOCATIONS. NOTE: SEE SHEET P-2 FOR ITEMS PROVIDED BY OWNER AND K.E.C. \ / L4" 0 A AIIT A MV nVnTCL A Mlnl--M rel A r -%n A L A NOT TO 5GALE PLUMBING LEGEND mof-v. DESCRIPTION SYMBOL CW COLD WATER - HW HOT WATER -- HWC HOT WATER CIRCULATING LINE ---- W WASTE J V VENT _p VTR VENT THRU ROOF JIL HD HUB DRAIN W/TRAP �_Jp FD FLOOR DRAIN W/TRAP Y HB HOSE BIBB --� PRV PRESSURE REDUCING VALVE ---�- T&P PRESS. & TEMP. RELIEF VALVE m BV BALL VALVE T WC WATER CLOSET co LAV LAVATORY W O UR URINAL ,},i m U UNION —���— CO CLEAN OUT (WALL) — — —C--� CO CLEAN OUT (FLOOR) — CO 2 -WAY CLEANOUT �-�--�-- CV CHECK VALVE 0-414— STRAINER ---- i-'�f— FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR NOTES DESIGNATED THUS APPLY TO THIS SHEET ONLY. O1 3" FLOOR DRAIN (PLASTIC ODDITIES PAB-722-RS) OR APPROVED EQUAL. O2 3" FLOOR DRAIN WITH TRAP PRIMER (FEMALE IRON PIPE) CONNECTION (PLASTIC ODDITIES PHD-822-RS) OR APPROVED EQUAL. O3 3" HUB DRAIN. O4 3" WALL CLEANOUT WITH STAINLESS STEEL COVER. INSTALL 24" ABOVE FLOOR (INSIDE) OR FINAL GRADE (OUTSIDE). O5 4" WALL CLEANOUT WITH STAINLESS STEEL COVER. INSTALL 24" ABOVE FLOOR (INSIDE) OR FINAL GRADE (OUTSIDE). O6 4" FLOOR CLEANOUT (ZURN Z-1403, NICKEL/BRONZE) OR EQUAL. O7 TWO-WAY (1 -PIECE) P.V.C. CLEANOUT. O8 4" JOSAM 56040, OR APPROVED EQUAL, HEAVY DUTY CLEANOUT IN PAVEMENT. Og VENT THROUGH ROOFV.T.R.). FLASHING BY PLUMBING CONTRACTOR. (SEE GENERAL NOTE 1 ON SHEET P-3.) 10 4" VENT BELOW GRADE (OFFSET AT 45• ANGLE ABOVE CENTER LINE OF WASTE PIPE AS REQUIRED). 11 ICE MAKER CONDENSATE DRAIN LINE TO BE ROUTED TO GREEN SPACE. 12 VITRA MODEL 6522-003-0075 FLOOR MOUNTED TOILET AND SLOAN ROYAL III - YBYK FLUSH VALVE WITH STANDOFF RING BRACE, K -4670-C WHITE PLASTIC SEAT. INSTALL VALVE HANDLE ON "DOOR" (OPEN) SIDE OF FLUSH VALVE OR EQUAL (COORDINATE FLUSH VALVE HEIGHT WITH ACCESSIBILITY REQUIREMENTS AND TOILET ELEVATION DETAILS ON ARCHITECTURAL SHEETS). MOUNT STANDOFF RING BRACE JUST BELOW FLUSH VALVE. SEAT SHALL BE 17"-19" ABOVE FINISHED FLOOR (FURNISHED BY OWNER). APPROVED EQUAL PRODUCTS ARE ACCEPTABLE. 13 VITRA MODEL 6281-003-0030 HANDICAP LAVATORY (20" X 17") WITH SYMMONS S -250 -2 -FR -G (0.5 G.P.M./WRIST BLADE HANDLE) FAUCET, ANGLE SUPPLIES AND P -TRAP (OR EQUAL). SECURE TO 2" X 8" TREATED WOOD (INSTALLED BETWEEN STUDS) CONCEALED IN WALL (FURNISHED BY OWNER). APPROVED EQUAL PRODUCTS ARE ACCEPTABLE. 14 VITRA MODEL 6281-003-0030 HANDICAP LAVATORY (20" X 17") WITH SYMMONS S -250 -2 -FR -G (0.5 G.P.M./WRIST BLADE HANDLE) FAUCET, ANGLE SUPPLIES AND OFFSET P -TRAP (OR EQUAL). HANDICAP REQUIREMENTS TO BE MET WITH "HANDI-GUARD" INSULATION GLOVES. SECURE TO 2" X 8" TREATED WOOD (INSTALLED BETWEEN STUDS) CONCEALED IN WALL (FURNISHED BY OWNER). APPROVED EQUAL PRODUCTS ARE ACCEPTABLE. 15 (NOT USED). 16 1,000 GALLON PRECAST TRAFFIC BEARING GREASE TRAP. 17 OFFSET VENT ABOVE CEILING. 18 TRAFFIC MANHOLE RING WITH COVER TO FINISHED PAVING. 19 COPPER CONDENSATE LINE PROVIDED WITH COOLER AND INSTALLED BY K.E.C.. HEAT TRACED AND INSULATED (IN FREEZER) BY K.E.C.. 20 FOR CONTINUATION, SEE SITE PLAN. 21 EXTEND COPPER PIPING FROM BOOSTER HEATER T & P VALVE TO HUB DRAIN (SECURE TO DISHTABLE STRUCTURE). 22 PIPING FROM ICE MAKER TO HUB DRAIN. 23 PLUMBING CONTRACTOR SHALL INSTALL TURNDOWN ELBOW JUST OUTSIDE OF COOLER WALL, TO GREEN SPACE. INDIRECT WASTE. SECURE PIPING AS INDIRECT PLASTIC WASTE TUBING REQUIRED OVER DRAIN TO MAINTAIN (STRAPPED TO RIGID PIPING) AIR GAP AND SPILLAGE. CUT PIPES "d'' NOTE: ALL CLEANOUTS IN ASPHALT SHALL BE INSTALLED IN A 14" X 14" X 4" THICK CONCRETE SURROUND FOR PROTECTION. IT SHALL BE FLUSH WITH SURROUNDING SURFACES. IN ASPHALT AREAS THE CONCRETE SHALL BE STAINED BLACK. a • y 4" P.V.G. PIPE.a N F� W `t OUTLET ' ` ' " • INLET Q r., 7--� �,-------.---------J. 4" PVC, 5LEEVE OUTLET m � m 50% OF LIQUID DEPTI 4'-0" I ELEVATION QI MINIMUM TOP THirKNE55 - b". MINIMUM TOP THIGKNE55 IN PAVED AREA - 8" 02 MINIMUM 6REA5E TRAP GAPAGITY - 1000 GALLON5 03 DIMEN51ON5 GIVEN ARE MINIMUM WHEN 6REA5E TRAP GAPAGITY REQUIRED 15 1000 6ALLON5. ® WHEN A LARGER GAPAGITY 6REA5E TRAP 15 REQUIRED THE LENGTH, WIDTH AND DEPTH MU5T GHANGE PROPORTIONATELY. 0 MAXIMUM FOUR(4) GOUR5E5 OF f3RIGK ALLOWED TO ADJUST FRAME AND GOVER © ADJU5TMENT5 GREATER THAN 1', REQUIRE 4'01A. MANHOLE R15ER5. O VULCAN 57, OR APPROVED EQUAL, TRAFFIC, MANHOLE FRAME AND GOVER. GREASE INTERCEPTOR DETAIL NOT TO SCALE AT 45• ANGLE T AIR GAP = 2 x"d" (OR MIN. 2") FLOOR HUB DRAIN d,, a' e\- e . . . y REDUCER/INCREASER ABOVE GRADE P -TRAP AIR GAP/HUB DRAIN DETAIL NOT TO SCALE FLOOR DRAIN DETAIL NOT TO SCALE JOSAM #88250, J.R.SMITH #2699A OR APPROVED EQUAL, AUTOMATIC TRAP PRIMER VALVE WITH CHROME FINISH WATER SERVICE LINE •SOFT TYPE "K" COPPER WITH NO JOINTS BELOW FLOOR EXCEPT ® DRAIN FEMALE IRON PIPE ADAPTER TRAP PRIMER VALVE DETAIL NOT TO SCALE K. HCge :�� �� .• CENSF .•F.p ''. * N0. PE00061254 srA 4 L 11/30/17 PLUMBING JOB N0: SHEET c 0 P_ 1 V) _Y � m Z 11/30/1 O 70 V) rcoX-C v w 0 W0 J Of -tecta _p g ° 3'' N o a CDU w ~Q o aW.wcCG� Y p � of c t M rn O oo �A°C m Z U _ scan Q N � Q o �� o +, n a 3 rn W O N L C C aC O� 7 ,},i m 0 H o o a 0 > L_ . L N O•� O a0 a.• yOm N •0 C roNm U) O c x.2:5 c:5 ^^ O pajp�� o0 ° 7 I..L fJ rn Q v o "a :1 O r•o.,_ c j a� +• o ° t �NLi C t- 0 C17216 PLUMBING JOB N0: SHEET 30233 P_ 1 V) _Y � m Z 11/30/1 O ,1, V) a w 0 W0 Of z _p g Z Q O a Q w ~Q o Y p � of �- :2O PLUMBING JOB N0: SHEET 30233 P_ 1 _Y � m p 11/30/1 Y J C1 LIJ W W0 p \ Q _p 46 Z Q O af Q Of .O Q LL � Y 000 of �- :2O \ Z V) Z wOf o scan Q N � Q Z Q (D O0 O N r) V) J CHECKED BY: KKH DRAWN BY: MRL PLUMBING JOB N0: SHEET 30233 P_ 1 DATE: OF 11/30/1 _27__ SHEETS. i as 0 WITH INTEGRAL VACUUM BREAKER 1/2" 1" 3/4" 1/2" 14 14 1" ® Iq 39 ® 0000 1/2" BACKFLOW PREVENTOR SCHEDULE THE OWNER WILL PROVIDE THE FOLLOWING ITEMS THE KEC (LES) WILL PROVIDE THE FOLLOWING ITEMS Q (1) HOT WATER HEATER W/RELIEF VALVE O ALL STAINLESS STEEL SINKS W/FAUCETS © (2) HANDICAP FAUCETS AND TRIM FOR RESTROOM © ALL KITCHEN EQUIPMENT ICE MACHINE LAVATORIES SPRAY HOSE CONTINUOUS PRESSURE VACUUM BREAKER 0 © WATER DISPENSER © (1) WOODFORD NONFREEZE WALL HYDRANT QD SPRAY HOSE AND FAUCET ASSEMBLY � _c c QD (2) LAVATORIES FOR RESTROOMS. O m W Q o OE GAS PIPING MANIFOLD, AS NOTED IN GAS PIPING ISOMETRIC OE (2) TRAP COVER INSULATION GLOVES � O (2) SUPPLY COVER INSULATION GLOVES OF AUTOMATIC GAS SHUT-OFF VALVE N t 00 0 o g © BOOSTER HEATER W/RELIEF VALVE © (9) 3" FLOOR DRAINS C `D QH BOOSTER HEATER PRESSURE REDUCING VALVE AND STRAINER. (2) 3" FLOOR DRAINS W/TRAP PRIMER CONNECTIONS 0 (3) COMBINATION PRESSURE/TEMPERATURE GAUGES Ow a-° �, +,°a� w c°a4) 0) (1) HAND SINK FOR CORRIDOR WITH FAUCET AND TRIM OJ NOT USED OJ (2) WATER CLOSETS, WITH FLUSH VALVES & TRIM NN00- N OK (4) ROOFTOP HVAC UNITS THE PLUMBING CONTRACTOR IS TO PROVIDE ALL PIPING, VALVES, FITTINGS, CLEANOUTS, INCIDENTAL MATERIALS, PERMITS AND ITEMS NOT LISTED ABOVE TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM INCLUDING GAS PIPING. THE PLUMBING CONTRACTOR IN ADDITION TO PROVIDING LABOR TO INSTALL ITEMS FURNISHED BY HIM WILL PROVIDE LABOR TO INSTALL AND MAKE CONNECTIONS TO OWNER FURNISHED ITEMS (NOTE: MAKE GAS CONNECTIONS TO ROOFTOP HVAC UNITS ONLY. INSTALLATION OF RTU'S IS BY HVAC CONTRACTOR). THE PLUMBING CONTRACTOR WILL ASSIST IN THE INSTALLATION OF ITEMS FURNISHED BY THE KEC INCLUDING ALL PLUMBING CONNECTIONS TO SAME. U O BACKFLOW PREVENTOR SCHEDULE EQUIPMENT TYPE COKE MACHINE WATTS 1022: ASSME 1022 COMPLIANT COFFEE MACHINES WATTS 1022: ASSME 1022 COMPLIANT WATER DISPENSER AIR GAP (INHERENT) ICE MACHINE INTERNAL AIR GAP (FACTORY INSTALLED) SPRAY HOSE CONTINUOUS PRESSURE VACUUM BREAKER 0 (FACTORY INSTALLED) DISHWASHER VACUUM BREAKER (FACTORY INSTALLED) SEE KITCHEN EQUIPMENT DRAWINGS FOR ROUGH -IN LOCATIONS PRESS. REDUCING VALVE W/ PRESS. SET AT 20-25 PSI TEMP./PRESS. GAUGE - (SENSING BULB MUST BE IN WATER STREAM) HOSE BIB & VACUUM BREAKER 4" BALL VALVE PLUMBER KIT. EQUIP. FURNISHED BY K.E.C. (THAT HAS PLUMBING CONNECTIONS) 20 COFFEE MAKER 50 COKE MACHINE 11 HAND SINK (AT DISHTABLE) 18 DISH TABLE 19 DISHWASHER QO BOOSTER HEATER 34 GLASS FILLER 65 DOUBLE ICE MACHINE gg 3 -COMPARTMENT SINK 71 HAND SINK (REAR SUPPORT AREA) 129 PRE -RINSE SPRAY ASSEMBLY TEMP./PRESS. RELIEF 2180* MPERATURE/PRESSURE GAUGE VALVE BY L.E.S. L.E.S. (SENSING BULB MUST 3/4" UNION IN WATER STREAM) SHOCK ABSORBER FOR WATER HAMMER BY PLUMBER (BELLOWS TYPE MUST BE USED, AIR CHAMBERS NOT ALLOWED) —� HW TO DISH MACHINE IN-LINE STRAINER FURN. BY L.E.S. HOT WATER INLET 110' 3/4" UNION -)INLET TO BOOSTER -HEATER NOTE: L.E.S. SHALL FURNISH TEMPERATURE/PRESSURE GAUGES DISCHARGE FROM TEMP./PRESS. SHIPPED LOOSE FOR INSTALLATION BY PLUMBER IN HOT RELIEF VALVE RUN TO INDIRECT WASTE WATER LINE AT ITEM #105 WATER HEATER, & AS SHOWN AT BOOSTER HEATER ABOVE. BOOSTER HEATER INSTALLATION DETAIL SCALE: 1 = 1'-0" 3/4" ss 3/41 Q 416.5 TEMPERED WATER FOR PUBLIC HAND -WASHING FACILITIES: TEMPERED WATER SHALL BE DELIVERED FROM PUBLIC HAND-ASHING FACILITIES THROUGH AN APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070. / 65 I � � 3/4" NOTE: HEAT TRAP 3/4" COORDINATE LOCATION OF ALL PIPING / 1/2" o, \ WITH OTHER TRADES TO AVOID CONFLICTS. ' �' \ ` NOTE: O /' 3/4" 71 0 PROVIDE BRASS -CRAFT OR EQUAL / --O CHROME PLATED ANGLE STOPS IN (WITH VACUUM BREAKER) WATER CONNECTIONS TO SINKS AND \ SEE DETAIL THIS SHEET FOR 3/4" / lo, (WITH \ 13 COFFEE MACHINE STOP LOCATION 1/2- AND INSTALLATIONop le 3/4 1 � • ABOVE FLOOR (TYP) 1/2" 1 SEE WATER SYSTEM RISER DIAGRAM FOR 0 CONTINUATION � 28 32 1 1/4 1/2- 1 1/4" ao 1 1/4" AUXILIARY DRAIN PAN 1% 1 1/4" 1 DRAIN LINE TO TERMINATE AT HUB DRAIN WITH 2" AIR GAP I r 1 1/4- 1 1/4- HUB DRAIN \ I 3/42-1 \ 13/ " 13/ 9B 9A 44 I 1 37 14 13/4,I 14 14 1 1 O 1 .. 3 J 14 2 I " \ 23 J�� 21 3/ " 1 37 36 I Q T 23 WATER HEATER PIPING DIAGRAM NOT TO SCALE 1 1 /4" 1 /2" 00. \ � S. o \\` \\ 4 3/4" \\ \ ` 3/4.. ` \\ � 19 /4" � 18 3/ .. `\ \\ ` 1 17 A 27 � 0 21 19 4 18 \ 3/4'" � \ �O 0 \ 3 4" 21 \\ 21 25 5 \ / \ 25 \ 1 1/4" 3/ " `\/ 3/411 01 26 \ SEE DETAIL THIS SHEET FOR /may � \i✓ ' COFFEE MACHINE STOP LOCATION i /.3 16 AND INSTALLATION / 50 ` 1 s 8 43 19 �� 0 � 3/ " PRE -RINSE / / ' 3/4" 45 / 46 �20,.� 16 / 3 O 3/4' ,�T, / 1 ABOVE FLOOR (TYP) l HOSE BIBB (WITH VACUUM BREAKER) m J� T ' BELOW FLOOR WATER SYSTEM RISER DIAGRAM SCALE: NONE M EXTERIOR WALL KEY NOTES (APPLY TO THIS DRAWING ONLY) O1 1/2" BALL VALVE. O2 1/2" BRONZE SWING CHECK VALVE. 0 3/4" WATTS U.56 PRESSURE REDUCING VALVE. SET AT 20 P.S.I. (FURNISHED BY K.E.C.). 0 3/4" TEMPERED WATER BELOW SLAB TO WALL HYDRANT. O WOODFORD HYDRANT MODEL 27CP3 FOR 6" WALL, AUTOMATIC DRAINING WITH BUILT-IN DOUBLE CHECK VALVE FOR BACKFLOW PROTECTION. MOUNT 33" A.F.F. (FURNISHED BY OWNER). WALL HYDRANT INSTALLED BY MASON, AS BLOCK IS LAID. SECURE TO WALL WITH TAP CON SCREWS, OR OTHER SUITABLE DEVICES. 1 1/4- BALL VALVE. O REAR SUPPORT AREA HANDSINK (SEE SHEET P-1 KEY NOTE 13 FOR SPECIFICATION). O8 SIZE "A" (250') PISTON WATER HAMMER ARRESTOR. 9® 1/2' COLD WATER FOR CAN WASH. 9B 1/2" HOT WATER FOR CAN WASH. 10 WATER HEATER VENT CAP. 11 FLASHING COLLAR. 12 WATER HEATER VENT. "B" VENT FROM WATER HEATER UP THRU ROOF WITH CAP FURNISHED & INSTALLED BY PLUMBING CONTRACTOR. EXTREME CAUTION SHOULD BE EXERCISED TO AVOID DAMAGE TO STEEL OR WOODEN FRAMING MEMBERS WHEN CUTTING OPENING FOR VENT. PLUMBER TO PROVIDE FLASHING AND STORM COLLAR FROM SAME MANUFACTURER AS TYPE "B" VENT. FOLLOW MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING VENT. MAINTAIN A MINIMUM OF 1" CLEARANCE TO COMBUSTIBLES. 13 DIELECTRIC UNION. 14 3/4" BALL VALVE 5® 3/4" COLD WATER TO LAVATORIES. >5 3/4" HOT WATER TO LAVATORIES. 16 THERMOMETER / PRESSURE GAUGE - FURNISHED BY K.E.C. (DIAL TYPE). 17 1 1/4" COLD WATER TO WATER CLOSETS. 18 SEE WATER HEATER PIPING ISOMETRIC FOR CONTINUATION, 19 3/4" 140' HOT WATER TO BOOSTER HEATER. 0® 3/4" COLD WATER TO KITCHEN EQUIPMENT, COKE MACHINE & COFFEE MACHINE. ®0 3/4" HOT WATER TO KITCHEN EQUIPMENT. 21 3/4" COLD WATER TO ICE MAKER, COKE MACHINE AND COFFEE MAKERS. 22 NOT USED 23 UNION. 24 TEMPERATURE AND PRESSURE RELIEF VALVE, PROVIDED WITH WATER HEATER. 25 WATER CLOSET, (SEE SHEET P-1 KEY NOTE 12 FOR SPECIFICATION). 26 LAVATORY, (SEE SHEET P-1 KEY NOTE 14 FOR SPECIFICATION). 27 1 1/2" MAIN WATER SERVICE (SEE SITE PLAN FOR CONTINUATION). 28 T & P RELIEF VALVE PIPING TO AUXILIARY DRAIN PAN. RUN FULL SIZE OF T & P VAL) 2s 1" BALL VALVE. 30 WATER HEATER DRAIN VALVE. 31 FULL PRESSURE HOSE BIBB WITH VACUUM BREAKER. 32 WATER HEATER - A,O, SMITH #BT -80, 75,100 B.T.U., (73 G.P.H. @100' RISE) NATURAL GAS FIRED, 74 GAL, STORAGE, FURNISHED BY OWNER. 3/4" COLD WATER TO HAND SINK AND PRE -RINSE SPRAY. ®3 3/4" HOT WATER TO HAND SINK AND PRE -RINSE SPRAY. 34 NOT USED. 35 1-1/2" WATTS #L7U2-2EZ-TC-QT DOUBLE CHECK BACKFLOW PREVENTER OR APPROVED EQUAL. 36 P.R.V. WITH INTEGRAL STRAINER, SET AT 60 P.S.I. 37 ASHCROFT #1020A DIAL TYPE PRESSURE GAUGE (2" DIAL, 0 TO 160 P.S.I.) OR EQUAL. 38 LEAVE 8 F.T. OF 1/2" COILED PEX WATER TUBING IN ICE MAKER SUPPLY TO ALLOW MOVEMENT OF MACHINE FOR CLEANING AND SERVICE. 39 SPARCO TX -12, 4.4 GAL. (3.2 MAXIMUM ACCEPTANCE VOLUME ) PRESSURIZED EXPANSION TANK, OR APPROVED EQUAL. 40 VACUUM RELIEF VALVE. 41 3/4" GAS LINE UP TO ROOF. SEE SHEET P-3 FOR CONTINUATION. 42 1 1/2" GAS LINE UP TO ROOF. SEE SHEET P-3 FOR CONTINUATION. 43 GALVANIZED STEEL NIPPLE DO NOT USE JAM OR CLOSE (CONTINUOUSLY THREADED) NIPPLE. 44 SIZE "B" PISTON WATER HAMMER ARRESTOR. 45 T. & P. VALVE -EXTEND TYPE "L" HARD COPPER TO DRAIN.. 46 STRAINER PROVIDED BY K.E.C.. 47 NOT USED. 48 NOT USED. 49 CHICAGO #998 HOSE BIBB. 50 MIXING VALVE -SHALL MEET ASSE 1070 STANDARDS. i 1/4" PET HOSE (FLEX) WATER SUPPLY TO COFFEE MACHINE BY 5/8" O.D. COFFEE MACHINE INSTALLER BRASS -CRAFT, OR APPROVED EQUAL ANGLE STOP VALVE (CHROME PLATED), WITH SWEAT OR COMPRESSION FITTINGS CHROME PLATED ESCUTCHEON SECURED TO STAINLESS STEEL WITH CLEAR SILICONE ADHESIVE CAULK 1 1/2" FACTORY INSTALLED OPENING BACK OF STAINLESS STEEL BACKBAR 1/2" HARD DRAWN COPPER WATER SUPPLY COFFEE MACHINE WATER SUPPLY DETAIL NOT TO SCALE -per * NO. PE00061254 c * Ce STA �• `" L ��� �off�►►i►►►v►�o 11/30/17 N J W 0 V) W F_ O W I- 07 D' W Q fov.: of c O miIIIIIIII V) m Z 0 O w V) t COXL a W 0 2 J � � � _c c a O m W Q o p ° 0 U U 0 _c.45 -(n � r3:0 C L y U) v;-1' v ° N t 00 0 o g a0'i o ,,° _ V -0 Z M°off= C `D L a� cv 3 oc" +'o 3 Ow a-° �, +,°a� w c°a4) 0) rsO.G p� o°v +� c ~om8 NN00- N O O NN .3 X.2:5 c r O N 0)0,t °��0v U v` cc D0 O U O a) Wo ° C" L' CHECKED 1L- 1 3Q C17216 KKH N J W 0 V) W F_ O W I- 07 D' W Q fov.: of m miIIIIIIII V) m Z 0 O w V) ~¢ W 0 J � z a O m W Q o OC N J W 0 V) W F_ O W I- 07 D' W Q fov.: DRAWN BY: MRL PLUMBING 0) y_ U Q V J J JOB N0: SHEET In 30233 P-2 C' DATE: 11/30/1 SHEETS Y_ m 0 Y j � Cy J _ F- of LLJ O m OC OO LL_ LLJ V) 0 Y 00 0 CC �W O \ Z V) Z 3:(cn Lu Q D0 O U O CHECKED BY: KKH DRAWN BY: MRL PLUMBING 0) y_ U Q V J J JOB N0: SHEET In 30233 P-2 C' DATE: 11/30/1 SHEETS 3/4 (65,000 B.T.U.) 1 "- (130,000 B.T.U.) CONTRACTOR BY PLUMBING PIPING MANIFOLD FOR - KITCHEN EQUIPMENT TO BE PROVIDED BY K.E.C. AND INSTALLED BY PLUMBING CONTRACTOR (149,000 B.T.U.) 1" 3.0 4"- (65,000 B..) ROOF PLAN - PLUMBING SCALE: 1/4" = 1'-0" L1" (235,000 B.T.U.) \6y 6� ,6 G -1 /2" /G (449,000 B.T.U.) (484,100 B.T.U.) 1-1/2" PIPE SHALL BE SECURED - TO EXTERIOR WALL WITH RUT CHANNELS & CLAMPS GAS METER BY GAS CO. "4 R.T.U. "D" GAS PIPING ISOMETRIC NOT TO SCALE (75,100 B.T.U.) /-- 3/4" GENERAL PLUMBING NOTES 1. VERIFY LOCATION AND ROUGH -IN DIMENSIONS OF ALL KITCHEN EQUIPMENT AND CONNECTIONS ON KITCHEN EQUIPMENT DRAWINGS. (SEE SHTS. K-1 THRU K-8). 2. PLUMBER TO CONNECT ALL KITCHEN EQUIPMENT SET IN PLACE BY K.E.C. SEE SHEETS K-1 THRU K-8 FOR WATER AND WASTE CONNECTIONS. 3. PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL CLEANOUTS, ROUGH AND FINISH PIPING, VALVES, INCIDENTAL ITEMS, ETC. NECESSARY TO INSTALL ALL KITCHEN EQUIPMENT AND PLUMBING FIXTURES SHOWN ON THESE SHEETS AND KITCHEN EQUIPMENT SHEETS, SO AS TO GIVE A FULLY COMPLETE AND FUNCTIONAL PLUMBING SYSTEM. PLUMBING CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON ALL MATERIALS PROVIDED BY THE PLUMBING CONTRACTOR AS WELL AS A ONE YEAR LABOR WARRANTY ON ALL ITEMS INSTALLED BY THE PLUMBING CONTRACTOR. OWNER AND KEC SHALL PROVIDE ITEMS AS NOTED ON SHEET P-2. 4. OFFSET ALL VENT STACKS AS REQUIRED TO MISS MASONRY BOND BEAMS, OTHER STRUCTURAL MEMBERS AND THE WORK OF OTHER TRADES. SEE ARCHITECTURAL DRAWINGS FOR TRANSVERSE SECTION THRU BUILDING. 5. PIPE SIZES SHOWN ARE INSIDE DIMENSIONS. 6. STOPS ARE TO BE PROVIDED FOR ALL FIXTURES. 7. ALL EXPOSED WATER PIPES IN MECHANICAL ROOM AND CEILING SPACE SHALL BE INSULATED WITH 1/2" THICK PREFORMED ARMSTRONG ARMAFLEX AP 25/50 ELASTOMERIC PIPE INSULATION. SEAL SEAMS WITH ARMSTRONG #520 ADHESIVE. ELBOWS SHALL BE INSULATED WITH MITERED JOINTS. 8. PROVIDE VACUUM BREAKERS AS SHOWN AND WHERE REQUIRED. 9. VENTING TO BE PER PLANS AND CODE. 10. ALL WATER PIPING ABOVE SLAB SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT FITTINGS AND SOLDERED WITH OATEY SAFE FLO LEAD FREE SOLDER OR PEX FLEXIBLE PIPING. PEX PIPING TO BE RUN IN CONDUIT WHERE PEX PENETRATES FLOOR. CONDUIT TO HAVE 90' BEND BELOW SLAB AND EXTEND UP 6" ABOVE FLOOR. SEAL FLEX PIPING IN CONDUIT WITH CAULK. WATER PIPING BELOW SLAB SHALL BE NIBCO DURAPEX (WITH NO JOINTS BELOW FLOOR); USE ELECTRICAL CONDUIT SLEEVES THROUGH CONCRETE. OUTSIDE OF COPPER PIPE AND INSIDE OF FITTINGS SHALL BE THROUGHLY CLEANED WITH STEEL WOOL AND THE FLUX IMMEDIATELY APPLIED AND THE JOINT MADE UP. HEAT SHALL BE SUPPLIED TO THE FITTINGS AND PIPE IN SUCH A MANNER AS TO NOT OVER -HEAT THE FITTINGS OR PIPE. COPPER PIPE SHALL BE WELL REAMED AFTER CUTTING AND EACH PIECE SHALL BE TURNED ON END AND ALL LOOSE DIRT AND SCALE SHALL BE KNOCKED OUT. TEST ALL WATER PIPING UNDER A HYDROSTATIC PRESSURE OF NOT LESS THAN 100 P.S.I.G. FOR A MINIMUM OF 4 HOURS. AFTER PRESSURE TESTS HAVE BEEN MADE, THE ENTIRE DOMESTIC WATER - DISTRIBUTION SYSTEM SHALL BE THOROUGHLY FLUSHED WITH WATER UNTIL ALL ENTRAINED DIRT AND MUD HAVE BEEN REMOVED AND SHALL BE STERILIZED. COPPER TUBING SHALL BE ISOLATED FROM ALL OTHER METALS WITH DIELECTRIC UNIONS TO PREVENT ELECTROLYTIC ACTION. 11. ALL COPPER TO BE STUBBED OUT 4" (MINIMUM) ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH BLACK MALLEABLE IRON FITTINGS. PAINT WITH BLACK RUST RESISTANT PAINT. SCREWED JOINTS IN STEEL PIPING, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE MADE WITH REGULAR STANDARD COUPLINGS. APPLY TO THE MALE THREADS ONLY A PIPEJOINT COMPOUND. ALL THREADS SHALL BE STANDARD, CLEAN CUT, TAPERED, AND NOT MORE THAN 2 THREADS SHALL BE EXPOSED WHEN JOINT IS MADE TIGHT. ALL BURRS SHALL BE REAMED FROM INSIDE OF THE PIPE AND PIPE SHALL BE TURNED ON END AND ALL LOOSE DIRT AND SCALE KNOCKED OUT. DO NOT USE CLOSE OR JAM (CONTINUOUSLY THREADED) NIPPLES. ALL HORIZONTAL GAS PIPING BRANCHES SHALL BE TAKEN FROM THE SIDES OR TOP OF ALL HORIZONTAL MAINS, NOT FROM THE BOTTOM. WHEN TRAPS OCCUR IN THE PIPING, PROVIDE A TEE WITH A 6" NIPPLE AND CAP TO FORM A DIRT/DRIP LEG. NO DEVICE SHALL BE PLACED INSIDE THE GAS PIPING OR FITTING THAT WILL REDUCE THE CROSS-SECTIONAL AREA OR OTHERWISE OBSTRUCT THE FREE FLOW OF GAS. FITTINGS SHALL BE USED IN MAKING TURNS IN ALL STEEL GAS PIPING AND REDUCING FITTINGS SHALL BE USED WHEN CHANGING PIPE SIZES. THE USE OF BRUSHINGS OR BENDS IN STEEL PIPE WILL NOT BE ALLOWED. TEST ALL GAS PIPING UNDER AN AIR PRESSURE OF NOT LESS THAN 5 P.S.I., HELD FOR MINIMUM OF ONE HOUR WITHOUT SHOWING ANY DIP IN PRESSURE. SOAP AND WATER SOLUTION SHALL BE USED IN LOCATING GAS LEAKS. LEAKS IN SCREWED JOINTS SHALL BE CORRECTED BY REPLACING THE THREAD, FITTING OR BOTH AND REMAKING THE JOINT. CAULKING OR PEENING OF THREADED JOINTS WILL NOT BE PERMITTED. 13. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 P.V.C. OR A.B.S. PLASTIC PIPE WITH PLASTIC DRAINAGE FITTINGS. PLASTIC JOINTS SHALL BE SOLVENT CEMENTED USING PROPER PRIMER AND CEMENT. ALL PIPE CUTS ARE TO BE SQUARE. BOTH PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED. JOINTS TO BE INSTALLED AS PER LATEST APPENDICES OF ASTM STANDARD SPECIFICATION D-2665. GAS LOAD SCHEDULE 11FM En> UNIT "A" 65,000 UNIT "B" 65,000 UNIT "C" 65,000 UNIT "D" 65,000 WATER HEATER 75,100 2 EYE BURNER 24,000 3'-0" GRILLE 75,000 3'-0" GRILLE 75,000 XXA- 509,100 THE DISTANCE FROM THE FARTHEST OUTLET TO THE METER IS 82 FT. NOTES: 1. GAS PRESSURE AFTER METER SHALL BE 7" WC. 2. PLUMBING CONTRACTOR TO PRIME AND PAINT ALL EXTERIOR GAS PIPING WITH TWO (2) COATS OF RUST RESISTANT PAINT. COLOR AS SELECTED BY ARCHITECT. TEST SOIL, WASTE & VENT PIPING FOR I HOUR AT NOT LESS THAN A 14' STATIC HEAD (OF WATER). STRAP WRENCHES SHALL BE USED IN THE INSTALLATION OF PIPING TO PREVENT MARKING THE EXTERIOR SURFACES OF PIPE AND FITTINGS. 14. ALL BALL VALVES IN MECHANICAL ROOM TO BE LABELED USING BRASS TAGS SECURELY ATTACHED TO VALVE. INSTALL A FRAMED VALVE SCHEDULE ON MECHANICAL ROOM WALL. 15. INSTALLATION SHALL CONFORM TO THE APPLICABLE PLUMBING AND ENERGY CODES AND ALL LOCAL REGULATIONS. 16. PROVIDE BACKFLOW PREVENTERS IN ALL WATER CONNECTIONS TO KITCHEN EQUIPMENT UNLESS EQUIPMENT IS EQUIPPED WITH AN AIR GAP OR FACTORY INSTALLED BACKFLOW PREVENTER (SEE SCHEDULE ON SHEET P-2 FOR MORE INFORMATION). 17. IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO MAKE SURE PLUMBING VENTS PASS THROUGH THE ROOF A MINIMUM OF 10'-0" FROM H.V.A.C. FRESH AIR INTAKES (SEE ROOF PLAN). 18. PROVIDE A WATTS #007 -QT, OR APPROVED EQUAL, DOUBLE CHECK BACKFLOW PREVENTER (OR WATTS #009 -QT, OR APPROVED EQUAL, REDUCED PRESSURE ZONE TYPE, IF REQUIRED BY WATER DEPARTMENT) IN THE WATER SERVICE LINE. LOCATE PER WATER DEPARTMENT'S REQUIREMENTS. 19. ALL VENTS TO RISE 6" ABOVE FLOOD LEVEL RIM BEFORE OFFSETTING HORIZONTALLY. 20. USE P.V.C. OR A.B.S. PIPE ON ALL HUB DRAINS. ALL HUB DRAINS SHALL BE PAINTED BLACK. EQUIP EACH HUB DRAIN WITH AN INCREASER TO AT LEAST THE NEXT PIPE SIZE. 21. INSTALL A GRINNELL #400 (OR AS PROVIDED WITH TRIM KIT) 20 ga. CHROME PLATED ESCUTCHEON, WHERE PIPES PASS THROUGH WALLS OR CEILINGS IN FINISHED AREAS. NEATLY CAULK ESCUTCHEONS TO SURFACES BEING PENETRATED. 22. MAINTAIN A MINIMUM SEPARATION OF 6" BETWEEN ALL HOT & COLD WATER PIPING. TO AVOID TRANSFER OF HEAT TO COLD. THIS APPLIES ESPECIALLY TO PIPING BELOW GRADE UNLESS SUITABLE INSULATION IS APPLIED. 23. NOT USED 24. WATER SYSTEM BALL VALVES SHALL BE NIBCO, OR APPROVED EQUAL, #S-585-70 WITH FULL PORT OPENINGS AND STEM EXTENSIONS. 25. WATER SYSTEM CHECK VALVES SHALL BE NIBCO, OR APPROVED EQUAL, #SI -3 SWING CHECK AND BE HORIZONTALLY MOUNTED. 26. ANCHOR EXPOSED VERTICAL WATER PIPES TO WALLS WITH HOT -DIPPED GALVANIZED UNI -STRUT CHANNELS AND SHOULDER BOLT CLAMPS. SHOULDER BOLT CLAMPS SHALL BE COPPER PLATED IF COPPER PIPE IS TO BE SECURED. 27. SUPPORT DOMESTIC HOT AND COLD WATER PIPING IN CHASES BEHIND PLUMBING FIXTURES WITH PLASTIC BRACKETS AND U -BOLTS SECURED TO WASTE AND VENT STACKS. SIZE U -BOLTS TO BEAR ON THE PIPING. PIPING SHALL BE SECURED TO PROVIDE QUIET RATTLE FREE OPERATION. 28. THE BOTTOM OF THE TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF PIPE ON UNDISTURBED SOIL AT EVERY POINT ALONG ITS ENTIRE LENGTH, EXCEPT FOR THE PORTIONS OF THE PIPE SECTIONS WHERE IT IS NECESSARY TO EXCAVATE BELL HOLES AND FOR PROPER SEALING OF THE PIPE JOINTS. OVERDEPTHS SHALL BE BACKFILLED AND PROPERLY COMPACTED TO 98% OR BETTER STANDARD PROCTOR. PIPE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED PRESSURE TESTS HAVE BEEN PERFORMED AND UNTIL PIPING SYSTEM, AS INSTALLED, CONFORMS TO ITS SPECIFIED REQUIREMENTS. IN THE LOW PORTION OF THE TRENCH THE BACKFILL MATERIAL SHALL BE DEPOSITED IN SIX INCH MAXIMUM THICKNESS LAYERS AND COMPACTED WITH SUITABLE TAMPERS TO NOT LESS THAN 95% STANDARD PROCTOR UNTIL THERE IS A COVER OF NOT LESS THAN 10" OVER SEWERS AND ONE FOOT OVER OTHER UTILITY LINES. THE BACKFILL MATERIAL IN THIS PORTION OF THE TRENCH SHALL CONSIST OF EARTH, SAND, CLAY, AND FINE GRAVEL, SOFT SHALE OR OTHER APPROVED MATERIALS (FREE FROM STONES LARGER THAN THREE QUARTERS OF AN INCH IN ANY DIMENSION AND HARD CLODS AND FROZEN CONGLOMERATES LARGER THAN THREE INCHES IN ANY DIMENSION, SO THAT NO DAMAGE TO PIPING WILL OCCUR). THE DEGREE OF COMPACTION SHALL BE AS FOLLOWS: A. UNDER BUILDING SLABS, ROADWAYS, PAVED PARKING AREAS AND SIMILAR USE PAVEMENTS INCLUDING ADJACENT SHOULDER AREAS: SIX-INCH LAYERS, 95% PROCTOR. B. UNDER TURFED OR SEEDED LAWN AREAS: TWELVE -INCH LAYERS, 85% PROCTOR. THIS REQUIREMENT APPLIES ALSO TO AREAS DESIGNATED TO BE TURFED OR SEEDED. C. UNDER OTHER AREAS: TWO -FOOT LAYERS, DENSITY EQUAL TO ADJACENT SOIL. 29. ALL FLOOR DRAINS IN MECHANICAL ROOM SHALL BE EQUIPPED WITH AUTOMATIC TRAP PRIMERS. 30. INSTALL HORIZONTAL WASTE PIPING AT 1/4"/FT. SLOPE. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. NOTES DESIGNATED THUS APPLY TO THIS DRAWING ONLY. �1 GAS PIPING ROOF PENETRATION, PROVIDE PITCH POCKET TO ENSURE WATER TIGHT INSTALLATION. O2 UNION AND 3/4" GAS COCK. 3O 1" GAS COCK. O4 1" GAS TO WATER HEATER WITH FLEXIBLE CONNECTION. 5 AUTOMATIC GAS SHUT-OFF VALVE FURNISHED BY K.E.C., INSTALLED BY PLUMBER. K.E.C. TO COORDINATE INSTALLATION OF AUTOMATIC FIRE EXTINGUISHING SYSTEM WITH GENERAL CONTRACTOR. O1" GAS COCK. O MANIFOLD DRAWINGS FOR DPIPING ETAILS OMANNIIFOLD GRILLES AND FLEX PIPING FURNISHED BYK EBURNER 15 SSEE KITCHEN O1 1/2" GAS FROM METER UP OUTSIDE WALL. OA.H.U.'S INSTALLED BY HVAC CONTRACTOR. PLUMBER TO FURNISH AND INSTALL ALL GAS PIPING, VALVES UNIONS, ETC. GAS PIPING ON ROOF IS SUPPORTED BY 4" x 4" x 8" LONG TREATED WOOD BLOCKS. BLOCKS 10 ARE TO BE PLACED AT EVERY CHANGE IN DIRECTION AND AT INTERVALS OF NOT MORE THAN 8'-0" IN STRAIGHT RUNS. PIPE IS TO BE SECURED TO BLOCKS WITH 1 -HOLE CLAMPS. <a>SECURELY FASTEN WATER HEATER GAS SUPPLY TO WALL (24" ABOVE FLOOR). 12 6" MINIMUM DEPTH/DIRT LEG AND CAP. \N tK �t HE%o?& \-\CENSE•... p���� * NO. PE00061254 i _ STA W /0 N A L 'A,,� 11/30/17 CHECKED BY: KKH DRAWN BY: MRL PLUMBING Y c 0 30233 tY M p of V) J Y 4.5O • -ccO 0=w �0woa)i �3ccc'Lo- Z of O �O LjjOa- dw c yt c .� F<- L3 0 3 0 7 Z V) Y Q t °° o of co 0, O _0 � 0 0-0 N z c� . 1`u�00= a) c a m �c saU)� 3 V) o X� +� o -0aI�3 uvi OW 10 m�LL1 c ,454-0 a) J-2 v0 0010 c: 'o E6c .0 (71:3 � .O N Fo N m L 3 x.2:5 cCL 0 mO'q O` NU�'0 � rnorao "aO�Lp°v t •� ,� c c O+�O o� U) c +, 00ov.3>% C17216 CHECKED BY: KKH DRAWN BY: MRL PLUMBING Y SHEET 30233 tY M p of V) J Y W W :D 0=w O m Z of 0:� D' �O LjjOa- J O F<- LSI Z V) Y 00LLI g � V Z Z V) d LD W 3:V) � Q 0r U O CHECKED BY: KKH DRAWN BY: MRL PLUMBING JOB NO: SHEET 30233 n _ Z P ,J DATE: OF 11/30/1 _27__ SHEETS y U V Millsrknull WALL 22"x18" RA THRU RC TO RTU - AS REQUIR SO AS N TO INTERFE W STOREFRO 16"X8" OPENINGW FILTER IN RETUR AIR DUCT ABOV RAG (TYPICA L p 1265 n FLOOR PLAN - H V A C SCALE : 1/4" = 1'-0" HVAC ROOFTOP EQUIPMENT LOCATIONS ARE APPROXIMATE AND MECHANICAL CONTRACTOR IS TO REFER TO THE STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF THE HVAC ROOFTOP EQUIPMENT. ALSO COORDINATE WITH THE GENERAL CONTRACTOR FOR CURB AND ROOF OPENING LOCATIONS. RTU CONDENSATE TO DRAIN ONTO SLOPED ROOF WHERE THEN COLLECTED BY ROOF STORM GUTTER AND DOWNSPOUT TO GREEN SPACE. WL x20" SA U?rTHRU ROOF TO RTU -"C" IN WATER HEATER FLUE 11 "x29" RA UP THRU ROOF -TO RTU -"C" " R1 T( __ iN� 3 8 airy 995 lam` 12"0 DAMPER, ly tETURN AIR GRILLE DEFLECTOR__ff9DES TOWARD GLASS VISIBILITY OF FILTER AS MUCH AS POSSIBLE (TYP. 3). 0 EXHAUST CAP GAS FLUE WALK-IN FREEZER DISCHARGE CONDENSING UNIT TYPICAL NO PLUMBING VENTS, WATER HEATER FLUES, WALK-IN COOLER EXHAUST OUTLETS, ETC. ARE TO BE CONDENSING UNIT INSTALLED INSIDE 10'-0" RADIUS FOR « OUTSIDE AIR HOOD CLEARANCE CIRCLES SHOWN. 10'-0" RTU -"D" CONDENSER AIR FLOW (TYPICAL) FAN "A" ROOF PLAN - HVAC SCALE: 1/4" = V-0" 10'-0" OUTDOOR AIR INTAKE HOOD - TYPICAL RTU -"C" AIR BALANCE (CFM) UNIT Q NOTES RTU -A 2-12x18 LOUVERS IN .ffmst RTU-B 530 DOOR, PROVIDE ONE 1. FAN "A" UNE VOLTAGE DATA 12" ABOVE FLOOR, THE 0 =_ WATER HEATER DTHER AT TOP OF DOOR. 12 MAX. FROM CEILING. 2. B -VENT FLUE FROM WATER HEATER UP THRU ROOF WITH CAP FURNISHED & INSTALLED BY FLUE 100 114 PLUMBING CONTRACTOR. WATER HEATER FLUE SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY TOILET EXHAUST FAN "B" ON ROOF LETTER INDICATES DIFFUSER TYPE, NUMBER INDICATES CFM OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FLUE PIPE SHALL BE 3'-0" --- NOTES 5 HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS. NC IE5 1. ALL FANS FURNISHED BY OWNER 2. ALL ROOF CURBS FURNISHED BY OWNER. 3. EXHAUST FAN "B", 50 CFM EXHAUST EACH, FURNISHED BY OWNER AND INSTALLED BY HVAC "C" i"0 EXHAUST CONTRACTOR. (SEE DETAIL THIS SHEET) A FILTER RAG 24x48 " 70 �-s- 4. SEE SHEET M-2 FOR GREASE HOOD EXHAUST DUCT DETAILS. (1) 12"08" LOUVER WITHIN 12" AFF 2 6"0 © 5. FLUE TO BE A MINIMUM 3'-0" FROM EDGE OF PARAPET WALL. 1/2 so6. 12x18x50% FREE AREA = 108 SQ. IN. EGGCRATE BEXHAUST GRILLE 8"x8" O3 6 ETAI L KGA-048-S2DM1Y 10"i 6"� DUCT UP 10 x6 "OFFICE MANUAL BALANCING DAMPER TO BE MOUNTED IN AN ACCESSIBLE LOCATION AND HAVE PLENTY 105,000 1 THRU ROOF TO 12x18x50% FREE AREA = 108 SQ. IN. OF ROOM TO BALANCE DUCT AIRFLOW. IP�dV ROOF CAP L.L U -0 4) O c � 3 °31007. 24"x12" MOUNT REMOTE SENSORS BEHIND RETURN AIR GRILLE. RTU -"D" `I O 8. RTU-A,B,C & D T -STAT MOUNTED ABOVE BULLETIN BOARD IN MANAGER'S CLOSET. (SEE r 18"x20" SA UP THRU 6"� Aim CONTROL WIRING SCHEMATICS THIS SHEET). ROOF TO RTU -"D" DIRECTIONAL L x24" E 4 -WAY S.A. GRILLE ROUND 9. 3/4" THICK RECYCLED RUBBER ROOFTOP WALKWAY PADS BY ROOFING CONTRACTOR. PROVIDE el� O CHEMREX CX -948 ADHESIVE. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL F LL O i © CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. WALKWAY PAD TO BE A MINIMUM 24" WIDE 1k _ _ _ �-- a 6 "0 AND EXTEND PAST UNIT BY 24" ON EACH END AS SHOWN ON PLANS. 1 Tro 1120- E AM OUTDOOR AIR PEOPLE OUTDOOR AIR =9V P-TH BREATHING ZONE 10. TRANSITION AS NEEDED BELOW BEAM. T(1 RTII -"n" REMARKS UNIT DESCRIPTION FLOOR PLAN - H V A C SCALE : 1/4" = 1'-0" HVAC ROOFTOP EQUIPMENT LOCATIONS ARE APPROXIMATE AND MECHANICAL CONTRACTOR IS TO REFER TO THE STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF THE HVAC ROOFTOP EQUIPMENT. ALSO COORDINATE WITH THE GENERAL CONTRACTOR FOR CURB AND ROOF OPENING LOCATIONS. RTU CONDENSATE TO DRAIN ONTO SLOPED ROOF WHERE THEN COLLECTED BY ROOF STORM GUTTER AND DOWNSPOUT TO GREEN SPACE. WL x20" SA U?rTHRU ROOF TO RTU -"C" IN WATER HEATER FLUE 11 "x29" RA UP THRU ROOF -TO RTU -"C" " R1 T( __ iN� 3 8 airy 995 lam` 12"0 DAMPER, ly tETURN AIR GRILLE DEFLECTOR__ff9DES TOWARD GLASS VISIBILITY OF FILTER AS MUCH AS POSSIBLE (TYP. 3). 0 EXHAUST CAP GAS FLUE WALK-IN FREEZER DISCHARGE CONDENSING UNIT TYPICAL NO PLUMBING VENTS, WATER HEATER FLUES, WALK-IN COOLER EXHAUST OUTLETS, ETC. ARE TO BE CONDENSING UNIT INSTALLED INSIDE 10'-0" RADIUS FOR « OUTSIDE AIR HOOD CLEARANCE CIRCLES SHOWN. 10'-0" RTU -"D" CONDENSER AIR FLOW (TYPICAL) FAN "A" ROOF PLAN - HVAC SCALE: 1/4" = V-0" 10'-0" OUTDOOR AIR INTAKE HOOD - TYPICAL RTU -"C" AIR BALANCE (CFM) UNIT POSITIVE st NEGATIVE RTU -A 465 .ffmst RTU-B 530 -- RTU-C 465 UNE VOLTAGE DATA RTU -D 0 =_ FA -A ROOFTOP AIR CONDITIONING UNIT 1350 TTEXH. THERMOSTAT 100 114 1(+)1460 CFM (-)1450 CFM TOILET EXHAUST 50 LETTER INDICATES DIFFUSER TYPE, NUMBER INDICATES CFM 0350 --- NOTES 5 � NC IE5 1. ALL FANS FURNISHED BY OWNER 2. ALL ROOF CURBS FURNISHED BY OWNER. H/4,000 BTUH/SQ IN = 18.775 SQ IN. 530 "C" i"0 EXHAUST PROVIDED: A FILTER RAG 24x48 " DROP-IN FACE " RESTAURANT IUCT 52,000 (1) 12"08" LOUVER WITHIN 12" AFF W/20GRILLE X44 RETURN 1120 .25 1/2 40,100 12x18x50% FREE AREA = 108 SQ. IN. EGGCRATE BEXHAUST GRILLE 8"x8" RESTROOMS ETAI L KGA-048-S2DM1Y (1) 12"X18" LOUVER AT TOP OF DOOR" C SUPPLY REGISTER 10 x6 "OFFICE VESIIIJULE RESTROOMS m 105,000 1 84,000 12x18x50% FREE AREA = 108 SQ. IN. O IP�dV '33 V L.L U -0 4) O c � 'Q07 , 24"x12" EMPLOYEE i O COMBUSTION AIR REQUIREMENTS EXCEEDED. FIXED SUPPLY GRILLE L� O 01 Aim ��� DIRECTIONAL L x24" E 4 -WAY S.A. GRILLE ROUND .��►�i` RESTAURANT F FILTER RAG 24"x24" !� 0 CHECKED st HVAC ZONE ZONE FLOOR AM OUTDOOR AIR PEOPLE OUTDOOR AIR ZONE POPULATION BREATHING ZONE ZONE AIR ZONE ZONE REMARKS UNIT DESCRIPTION ATEA (SQ. FT.) RATE RATE (# OF OUTDOOR AIR n. OUTDOOR REQUIRED D FLOOR PLAN - H V A C SCALE : 1/4" = 1'-0" HVAC ROOFTOP EQUIPMENT LOCATIONS ARE APPROXIMATE AND MECHANICAL CONTRACTOR IS TO REFER TO THE STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF THE HVAC ROOFTOP EQUIPMENT. ALSO COORDINATE WITH THE GENERAL CONTRACTOR FOR CURB AND ROOF OPENING LOCATIONS. RTU CONDENSATE TO DRAIN ONTO SLOPED ROOF WHERE THEN COLLECTED BY ROOF STORM GUTTER AND DOWNSPOUT TO GREEN SPACE. WL x20" SA U?rTHRU ROOF TO RTU -"C" IN WATER HEATER FLUE 11 "x29" RA UP THRU ROOF -TO RTU -"C" " R1 T( __ iN� 3 8 airy 995 lam` 12"0 DAMPER, ly tETURN AIR GRILLE DEFLECTOR__ff9DES TOWARD GLASS VISIBILITY OF FILTER AS MUCH AS POSSIBLE (TYP. 3). 0 EXHAUST CAP GAS FLUE WALK-IN FREEZER DISCHARGE CONDENSING UNIT TYPICAL NO PLUMBING VENTS, WATER HEATER FLUES, WALK-IN COOLER EXHAUST OUTLETS, ETC. ARE TO BE CONDENSING UNIT INSTALLED INSIDE 10'-0" RADIUS FOR « OUTSIDE AIR HOOD CLEARANCE CIRCLES SHOWN. 10'-0" RTU -"D" CONDENSER AIR FLOW (TYPICAL) FAN "A" ROOF PLAN - HVAC SCALE: 1/4" = V-0" 10'-0" OUTDOOR AIR INTAKE HOOD - TYPICAL RTU -"C" AIR BALANCE (CFM) UNIT POSITIVE st NEGATIVE RTU -A 465 -- RTU-B 530 -- RTU-C 465 UNE VOLTAGE DATA RTU -D 0 =_ FA -A ROOFTOP AIR CONDITIONING UNIT 1350 TTEXH. THERMOSTAT 100 114 1(+)1460 CFM (-)1450 CFM NET: 10 CFM (+) POSITIVE PRESSURE IN BUILDING. NOTE: MAKE-UP AIR FOR KITCHEN HOOD SUPPLIED BY O.A. THROUGH RTU -A, B, C. HVAC UNIT 1 (Y1)2 (W1) 3 (G) 10 LEGEND ABBREV. DESCRIPTION SYMBOL S.A. SUPPLY AIR SERVICE R.A. RETURN AIR DIFFUSERS, E.A. EXHAUST AIR UNE VOLTAGE DATA A.F.F. ABOVE FINISHED FLOOR JOISTS RTU ROOFTOP AIR CONDITIONING UNIT 3/4 T -STAT THERMOSTAT OT 114 VENT THRU ROOF TOILET EXHAUST 50 LETTER INDICATES DIFFUSER TYPE, NUMBER INDICATES CFM 0350 --- NOTES 5 GALVANIZED NIPPLE SCREWED INTO DRAIN PAN I COORDINATE WITH FLUMbtK COIL DRAIN 3" MIN. PAN 2" MIN. 3/4" PVC PIPE AND FITTINGS SLIP-ON ROOF--\ ALLOW DO NOT GLUE SO AS TO ALLOW FOR MAINTENANCE AND CLEANING CONDENSATE DRAIN TRAP NOT TO SCALE PROVIDE ON ALL RTU S NOTE: SEE GENERAL NOTE NO. 6 FOR MORE INFORMATION '-JUMPER O THERMOSTAT MOUNTED INSIDE MANAGERS OFFICE CONTROL WIRING SCHEMATIC (RTU -D EXHAUST DUCT W/ ROOF CAP 3"0 EXHAUST DUCT TOILET EXHAUST FAN E NOT TO SCALE VENSTAR T6800 THERMOSTAT HVAC UNIT NORMAL OPERATION: ROOF TOP UNIT FANS SHALL BE INTERLOCKED WITH EXHAUST FAN 'A' OPERATION. -J EMERGENCY OPERATION: ROOF TOP UNIT FANS - OFF. EXHAUST FAN 'A' CONTINUES TO RUN. CONTROL WIRING SCHEMATIC-TYP. RTU'S A, B AND C NOT _TO SCALE GENERAL NOTES 1. THE FOLLOWING ITEMS ARE TO BE PROVIDED BY THE OWNER. A. (4) PACKAGED ROOFTOP HVAC UNITS AS MANUFACTURED BY LENNOX WITH ACCESSORIES AS SCHEDULED. B. ONE PIECE WELDED ROOF CURBS FOR ROOF MOUNTED HVAC EQUIPMENT AND DEVICES. C. HVAC GRILLES, REGISTERS AND DIFFUSERS AS SCHEDULED. D. THERMOSTATS AND TOGGLE SWITCH FOR HVAC UNIT CONTROL E. EXHAUST FAN(S) AS REQUIRED. F. ONE ROLL OF FILTER MEDIA FOR OUTDOOR AIR INTAKES. UNUSED MEDIA TO BE LEFT IN COMMISSARY FOR FUTURE USE. G. RESTROOM FAN INCLUDING CURB CAP. 2. THE HVAC CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS NOT LISTED ABOVE ALONG WITH ALL LABOR AND INCIDENTALS SUCH AS PERMITS, MATERIALS HANDLING, HOISTING, INSULATION AND CONTROL WIRING SERVICES REQUIRED TO GIVE A COMPLETE AND OPERABLE HVAC SYSTEM AS SHOWN AND NOTED ON PLANS. 3. THE HVAC CONTRACTOR IS RESPONSIBLE FOR CLEANING UP ANY AND ALL DEBRIS RELATING TO HIS WORK. 4. THIS WORK SHALL INCLUDE STARTUP ADJUSTMENT AND TESTING OF ALL HVAC EQUIPMENT AND DEVICES INCLUDING COMPLETION OF OWNER PROVIDED STARTUP FORMS. 5. THE HVAC CONTRACTOR SHALL PROVIDE A ONE YEAR LABOR AND MATERIAL WARRANTY ON ANY ITEMS PROVIDED AND INSTALLED BY THEIR FIRM. 6. THE HVAC CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE DRAIN TRAPS ON EACH HVAC UNIT. A GALVANIZED NIPPLE SHALL BE SCREWED INTO THE CONDENSATE DRAIN PAN. ALL OTHER CONDENSATE TRAP AND PIPING MATERIAL UNLESS NOTED OTHERWISE SHALL BE PVC. THE PVC TRAP FITTINGS SHALL BE PUSHED TOGETHER AND NOT GLUED TO FACILITATE EASY CLEANING. TRAP DIMENSIONS SHALL BE AS DETAILED BELOW. 7. THE HVAC CONTRACTOR IS TO INSTALL ALL ACCESSORIES PROVIDED WITH HVAC EQUIPMENT.(SEE SCHEDULES AND NOTES FOR MORE DETAILS) 8. THE HVAC CONTRACTOR IS TO PROVIDE AND INSTALL DISPOSABLE FILTERS IN THE RETURN AIR GRILLE OF EACH HVAC UNIT. THE HVAC CONTRACTOR IS TO CUT BLUE FILTER MEDIA FROM ROLL PROVIDED BY OWNER TO PROPER SIZE AND INSTALL UNDER SPRING CLIP IN OUTSIDE AIR INTAKE HOOD ON RTU'S A, B AND C WHERE IT CAN SERVICED FROM OUTSIDE OF UNIT. MATERIAL LEFT ON ROLL IS TO BE LEFT IN COMMISSARY FOR FUTURE USE. IN CONJUNCTION WITH THIS WORK, FACTORY INSTALLED FILTERS ARE TO BE REMOVED FROM THE HVAC UNTIS. CLEAN FILTERS ARE TO BE INSTALLED IN THE RETURN AIR GRILLES AND OUTDOOR AIR INTAKE HOODS PRIOR TO FINAL INSPECTION (TURNOVER TO OWNER). 9. IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO CONFORM STRICTLY TO THE LOCAL CODES GOVERNING HEATING, VENTILATING AND AIR CONDITIONING INSTALLATIONS; THE FIRE MARSHALS RULES AND REGULATIONS; AND ANY OTHER LOCAL ORDINANCES WHICH APPLY IN CONNECTION WITH THIS WORK. IF ANY OF THE WORK SHOWN OR SPECIFIED CONFLICTS IN ANY WAY WITH ANY OF THE RULES AND REGULATIONS OF THE ABOVE, THIS CONTRACTOR SHALL MAKE SUCH CHANGES AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 10. THIS CONTRACTOR SHALL FURNISH, AT HIS OWN EXPENSE, ALL NECESSARY PERMITS AND INSPECTION CERTIFICATES FOR APPARATUS INSTALLED BY HIM. INSPECTION AND CERTIFICATES SHALL BE OBTAINED FROM THE PROPER INSPECTION AUTHORITIES. ALL PERMITS SHALL BE OBTAINED PRIOR TO PROCEEDING WITH THE INSTALLATION OF THE HVAC SYSTEM. 11. ALL EQUIPMENT IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. DO NOT OPERATE ANY EQUIPMENT UNTIL IT HAS BEEN VERIFIED THAT PROPER VOLTAGE HAS BEEN SUPPLIED, DUCTWORK IS CLEAN AND BEARINGS ARE GREASED. 12. COORDINATE ALL WORK WITH OTHER TRADES INVOLVED. MAKE SURE DISCONNECT SWITCHES, POWER AND CONTROL WIRING ETC. ARE INSTALLED SO AS NOT TO PREVENT OR INTERFERE WITH ACCESS PANEL REMOVAL AND PROPER MAINTENANCE OF EQUIPMENT. 13. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND RELATED DETAILS FOR EXACT LOCATION OF GRILLES, REGISTERS AND DIFFUSERS. 14. WHEN CONTROL WIRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK, ALLOWING FOR CLEARANCE FOR ROOFING SCREWS, ETC. NONE OF THE CONTROL WIRING SHALL BE ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING. 15. ALL SUPPLY, RETURN AND GENERAL EXHAUST DUCTWORK SHALL BE FABRICATED FROM G-90 LOCK FORM QUALITY GALVANIZED SHEET METAL. GAUGES, CONSTRUCTION AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE LATEST SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS. 16. ALL DUCTWORK TO BE SEALED IN ACCORDANCE WITH THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 17. ALL ELBOWS IN RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE PROVIDED WITH MULTIPLE TURNING VANES. 18. ALL GREASE EXHAUST DUCTWORK SHALL BE FABRICATED FROM 16 GAUGE BLACK STEEL OR 18 GAUGE STAINLESS STEEL SHEETMETAL. GREASE DUCT IS TO BE WELDED GREASETIGHT. INSTALLATION IS TO BE IN STRICT ACCORDANCE WITH THE LATEST VERSION OF NFPA 96 OR LOCAL CODE, WHICHEVER IS MORE STRINGENT. (SEE SHEET M-2 FOR MORE DETAILS) 19. A MINIMUM OF 18 INCHES CLEARANCE MUST BE MAINTAINED BETWEEN HOOD AND GREASE DUCT AND COMBUSTIBLE MATERIALS. 20. ALL SUPPLY DUCTWORK IS TO BE WRAPPED WITH 2" THICK, 1-1/2 LB. DENSITY FOIL BACKED (0.020) FIBERGLASS INSULATION BLANKET. ALL INSULATION, ADHESIVES, MATERIALS, JACKETS AND SEALERS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPMENT RATING OF 50 OR LESS. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THEIR MANUFACTURER TO BE ASBESTOS FREE. INSULATION THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.28 0 75-F (MINIMUM R-5.6 VALUE). ALL DUCT INSULATION SHALL BE INSTALLED IN DIRECT CONTACT WITH THE METAL SURFACES OF THE DUCTS WITHOUT COVERING SUCH OBSTRUCTIONS AS CONDUITS; CONTROL TUBING AND SIMILAR ITEMS UNRELATED TO INSULATION AND DUCTWORK. ANY OF THESE ITEMS ENCOUNTERED SHALL BE RELOCATED TO ALLOW FOR PROPER INSTALLATION OF INSULATION. ALL DUCT SURFACES SHALL BE CLEAN AND DRY PRIOR TO THE APPLICATION OF INSULATION. BLANKET INSULATION SHALL BE INSTALLED WITH NOT LESS THAN I" OF INSULATION CUT BACK FROM THE EDGE OF VAPOR BARRIER. VAPOR BARRIER SHALL THEN OVERLAP THE ADJACENT INSULATION AND VAPOR BARRIER AT EACH END AND AT EACH ABUTTING JOINT. OVERLAPS SHALL BE STAPLED AND SEALED WITH ADHESIVE SEALER. IN ADDITION, ALL JOINTS IN THE VAPOR BARRIER SHALL BE SEALED WITH ALUMINUM FOIL TAPE. ALUMINUM FOIL TAPE SHALL NOT BE LESS THAN 0.0025" THICK. OPENINGS IN VAPOR BARRIER SUCH AS AT HANGERS AND SUPPORTS SHALL BE SEALED WITH ADHESIVE SEALANT. ALL BLANKET INSULATION SHALL BE HELD IN PLACE WITH ADHESIVE APPLIED IN 3" WIDE STRIPS AT NOT OVER 12" INTERVALS. ALL DUCT INSULATION SHALL BE CONTINUOUS THROUGH WALLS WITH OPENINGS SIZED FOR DUCT AND INSULATION TO PASS THROUGH. ALL JOINTS, PUNCTURES, AND MECHANICAL FASTENERS PENETRATING VAPOR BARRIERS SHALL BE SEALED WITH ALUMINUM FOIL TAPE AND ADHESIVE SEALANT. CONTROL DEVICES SHALL BE INSTALLED ON THE OUTSIDE SURFACE OF INSULATION EXCEPT DEVICES SUCH AS SMOKE DETECTORS. ALL RESULTING PENETRATIONS AND EDGES OF INSULATION SHALL BE SEALED AS SPECIFIED ABOVE TO MAINTAIN GOOD INSULATION VALUE AND VAPOR BARRIER. GLASSFAB AND MASTIC MAY BE USED TO SEAL VAPOR BARRIER IN LIEU OF ALUMINUM FOIL TAPE AND ADHESIVE SEALANT. 21. ALL STARTING COLLARS (SPIN -INS) SHALL BE EQUIPPED WITH FACTORY INSTALLED DAMPERS AND SCOOPS UNLESS AIRFLOW APPROACHING COLLAR IS IN THE SAME DIRECTION AS FLOW DOWN THE COLLAR BRANCH. 22. ROOF OPENINGS FOR HVAC UNITS, EXHAUST FANS AND WATER HEATER FLUES TO BE CUT BY THE HVAC CONTRACTOR. EXTREME CAUTION SHOULD BE EXERCISED TO AVOID DAMAGE TO STEEL OR WOODEN FRAMING MEMBERS. CURBS SHALL BE SECURED TO ROOF DECK WITH A MINIMUM OF 4 #10 SCREWS ON EACH SIDE OF CURB UNLESS OTHERWISE NOTED. 23• HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. 24. THE BACKS OF ALL PERFORATED SUPPLY DIFFUSERS SHALL BE INSULATED WITH 2" FOIL BACKED INSULATION NEATLY TAPED WITH FOIL TAPE AROUND FULL PERIMETER OF SUPPLY TO PREVENT SWEATING. MEANS, MATERIALS AND METHODS SHALL COMPLY WITH NOTE #20 ABOVE. 25. SEPARATE PERMITS AND DRAWINGS ARE REQUIRED FOR TYPE I HOOD INSTALLATION. NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC REQUIRED. DETAIL. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT 4• RTU "D" HAS NO OUTSIDE AIR INTAKE F . '\,\CENSE -per * N0. PE00061254 = � srn* • W k 0 N A L `,���� 11/30/17 JOB N0: 30233 FAN SCHEDULE AC UNIT UNIT N0. SERVICE CFM AIR CONDITIONING DIFFUSERS, STEEL BASIS OF DESIGN AS NOTED BELOW UNE VOLTAGE DATA GRILLES AND REGISTERS "A" JOISTS 1350 COMBUSTION AIR REQUIREMENTS 3/4 1550 ACCUREX - XRUD-141-VG 120V-10 114 FOR MECHANICAL ROOM: TOILET EXHAUST 50 1 0.10 iAUST DUCT --- REQ 120V-10 � NC IE5 1. ALL FANS FURNISHED BY OWNER 2. ALL ROOF CURBS FURNISHED BY OWNER. H/4,000 BTUH/SQ IN = 18.775 SQ IN. 530 "C" i"0 EXHAUST PROVIDED: A FILTER RAG 24x48 " DROP-IN FACE " RESTAURANT IUCT 52,000 (1) 12"08" LOUVER WITHIN 12" AFF W/20GRILLE X44 RETURN 1120 .25 1/2 40,100 12x18x50% FREE AREA = 108 SQ. IN. EGGCRATE BEXHAUST GRILLE 8"x8" RESTROOMS ETAI L KGA-048-S2DM1Y (1) 12"X18" LOUVER AT TOP OF DOOR" C SUPPLY REGISTER 10 x6 "OFFICE VESIIIJULE RESTROOMS m 105,000 1 84,000 12x18x50% FREE AREA = 108 SQ. IN. O IP�dV '33 V L.L U -0 4) O c � D SINGLE DEFLECTION 24"x12" EMPLOYEE Q Lei w Of O COMBUSTION AIR REQUIREMENTS EXCEEDED. FIXED SUPPLY GRILLE L� O SUPPORT AREA Q U > DIRECTIONAL L x24" E 4 -WAY S.A. GRILLE ROUND DRMr-7R= RESTAURANT F FILTER RAG 24"x24" COMMISSARY CHECKED VENTILATION AIR REQUIREMENT HVAC ZONE ZONE FLOOR AM OUTDOOR AIR PEOPLE OUTDOOR AIR ZONE POPULATION BREATHING ZONE ZONE AIR ZONE ZONE REMARKS UNIT DESCRIPTION ATEA (SQ. FT.) RATE RATE (# OF OUTDOOR AIR DISTRIBUTION EFFECTIVENESS OUTDOOR REQUIRED D OUTDOOR AIR DESIGN Az (CFM/SQ.FT.) (CFM/PERSON) PEOPLE) FLOW (CFM) Ez (CFM) (CFM) Ra Rp PZ Vbz RTU-A,B,C DINNING 640 0.18 7.5 38 400 0.8 505 640 RTU-A,B,C KITCHEN 500 0.18 7.5 12 180 0.8 225 525 NOTE: MECHANICAL OUTSIDE AIR REQUIREMENT BASED ON IBC 2012. Vbz = Rp x Pz + Ra x Az OA REQ'D = Vbz / Ez NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC REQUIRED. DETAIL. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT 4• RTU "D" HAS NO OUTSIDE AIR INTAKE F . '\,\CENSE -per * N0. PE00061254 = � srn* • W k 0 N A L `,���� 11/30/17 JOB N0: 30233 FAN SCHEDULE AC UNIT UNIT N0. SERVICE CFM SP WG MOTOR HP RPM BASIS OF DESIGN AS NOTED BELOW UNE VOLTAGE DATA K.E.C. ITEM "A" EXHAUST ROOF) 1350 0.675 3/4 1550 ACCUREX - XRUD-141-VG 120V-10 114 "B" TOILET EXHAUST 50 1 0.10 1 (0.9) --- NUTONE 696N 120V-10 112 NC IE5 1. ALL FANS FURNISHED BY OWNER 2. ALL ROOF CURBS FURNISHED BY OWNER. 52,000 530 NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC REQUIRED. DETAIL. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT 4• RTU "D" HAS NO OUTSIDE AIR INTAKE F . '\,\CENSE -per * N0. PE00061254 = � srn* • W k 0 N A L `,���� 11/30/17 JOB N0: 30233 ROOFTOP AC UNIT SCHEDULE GAS HEAT MARK st UNIT# BASIS OF DESIGN LENNOX FAN DATA I COOLING CAP BTUH 80'F 71' GAS HEAT DATA BTUH MINIMUM OUTSIDE AIR CFM SEER INPUT OUTPUT "A" KGA-060-S2DMlY 1720 .50 1/2 52,100 29,697 13.0 65,000 52,000 450 "B" KGA-060-S2DS1Y 1990 .50 3/4 64,000 35,840 13.0 65,000 52,000 530 "C" KGA-060-S2DS1Y 1720 .50 1 1/2 52,100 29,697 13.0 65,000 52,000 450 "D" KGA-036-S2DS1Y 1120 .25 1/2 40,100 22,456 13.0 65,000 1 52,000 0 C. * KGA-048-S2DM1Y 1720 .50 1/2 53,300 29,315 13.0 105,000 1 84,000 450 NOTES: * NORTH LATITUDES 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL 3• RTU UNITS "A","B","C",&"D"- INSTALL COMPLETE WITH EVAPORATOR COIL FREEZESTAT, BUILDING AUTHORITIES IN DETERMINING VOLTAGE AVAILABILITY O.A. INTAKE, AND LOW AMBIENT CONTROLS. REFER TO CONTROL WIRING SCHEMATIC REQUIRED. DETAIL. 2. COORDINATE WITH ELECTRICAL SUB -CONTRACTOR ON CIRCUIT 4• RTU "D" HAS NO OUTSIDE AIR INTAKE F . '\,\CENSE -per * N0. PE00061254 = � srn* • W k 0 N A L `,���� 11/30/17 DRAWN BY: MRL MEGHANIGAL JOB N0: 30233 c DATE: 11/30/17 0 Y N 4-1 v O +L+ U rc0a;9- XLv m °0020 cm a)n +,yc a o'3 ° U, LLJ J w N�0U U =w O m \Q Ld 2 =roE o o� ayi°6-°_� -0>, a) Z " c �a�°2 C N C �, o°° ++ - taac� 3 c) paT1 +• v -0 OW `two CL c a r0 v1,6 v° o°v }' U) 0 aC N EMy0m$' . > > o�� � 3 c N 0O .3 Om N �, x 2�., . c:5 O IP�dV '33 V L.L U -0 4) O c � .tvv°- 0~oc+� Q Lei w Of O a) a)c- v �' >, U L� O C V=C17216 Q U > DRAWN BY: MRL MEGHANIGAL JOB N0: 30233 SHEET M _ 1 OF 27 SHEETS DATE: 11/30/17 Y m Q � U, LLJ J w =w O m \Q Ld 2 Z O O Fx O U (n I= [<- LL H QY z o �w g� zV)z cn Q Lei w Of O w Q m U L� O cn Q Q U > C.00r O CHECKED BY: KKH DRAWN BY: MRL MEGHANIGAL JOB N0: 30233 SHEET M _ 1 OF 27 SHEETS DATE: 11/30/17 FAN "A" PROVIDED BY OWNER AND INSTALLED BY HVAC CONTRACTOR EXHAUST FAN SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FAN SHALL BE 3'-0" HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS ROOF CURB FURNISHED BY OWNER AND INSTALLED BY HVAC CONTRACTOR CUSTOM GREASE CUP, BY ATLANTA CUSTOM FABRICATORS INSTALLED ON LOW END OF ROOF (FIELD VERIFY) 2" DIA. GREASE DRAIN PROVIDED BY OWNER, INSTALLED BY HVAC CONTRACTOR. 1102 EXHAUST DUCT. 18 G STAINLESS STEEL SHEETMETAL OR 16 GAUGE CARBON STEEL SHEETMETAL DUCT VELOCITY = 2160 FPM GREASE LINE BEYOND — (SHOWN AS IS FOR CLARITY) 20 GAUGE SS ENCLOSURE FURNISHED AND INSTALLED BY HVAC CONTRACTOR (SEE NOTES ABOVE) — L- NON-COMBUSTIBLE CEILING: 2'-6" LAY -IN METAL CEILING GRID N W/ LAY -IN METAL CEILING TILES. 116 GA S/S PLATE SHELF (FACTORY INSTALLED) $ U.L. CLASSIFIED o S/S BAFFLE TYPE �- GREASE FILTERS 6" HOOD Y3" OVERHANG 1; CUTTING BOARD , GASKET WEATHER TIGHT ALL FOUR 51DE5 3/8" x 1-1/2" LAG BOLT - 2 PER 51DE -� TREATED WOOD NAILER 5EGURED CURB ROOF CURB IN50LATION FRAME OPENING WITH 5TEEL CHANNEL 3/8" THROUGH BOLT, WA5HER5, EVERY 12" MINIMUM ON ALL FOUR 51DE5 NOTE: EXHAU5T FAN TO BE ANCHORED TO ROOF CURB WITH LAG 5GREW5 OR METAL 5GREW5, EQUALLY SPACED (MIN. OF & REQUIRED) HVAC FAN UNIT BA5E RAIL 3/8" x 1-1/2" LAG BOLT THROUGH FACTORY SEISMIC GLIP5 THROUGH RIGGING FRAME 18 GAUGE TIE DOWN RE5TRAINT FACTORY GBG - GONFORMING 5E15MIG BRAGKET5 - TWO ON EACH SIDE MINIMUM �— COUNTERFLASHING ROOFING GANT STRIP ROOFING EXHAUST FAM CIF3 DETAIL_ 5GALE = N.T.5 ------------ -� IT—r H I I I 1 I I I I I I I I I I 1 I I I I I I I I I I 11x12 r 24" I I I I I I I I I I I I I I I I I I I II ice+ I II I I I I II I II II I ! I I I GAS APPLIANCES 2" AIR GAP HUB DRAIN I I I ROOF IN5ULATION ROOF DECK NOTE: ADAPTER PLATE TO BE FABRICATED USING SAME MATERIALS, GAUGES AND METHODS AS USED FOR GREASE DUCT. CORNERS SHALL BE FILLED AND WELDED AND SHALL TURN DOWN 1" OVER CURB TO PREVENT ANY GREASE FROM BEING ALBE TO ENTER CEILING CAVITY BY RUNNING BETWEEN CURB AND DUCT. W cn = ADAPTER PLATE z � � o o. w NDN -COMBUSTIBLE STEEL JOIST ROUTE 2" GREASE DRAIN PIPE FROM EXHAUST FAN ABOVE CEILING TO LOCATION DROP SHOWN ON SHEET P-1. SLOPE PIPE 1/4" PER FOOT. SUPPORT DRAIN LINE DOWN ALONG WALL. PROVIDE WALL SUPPORTS ABOVE CEILING, HALFWAY DOWN WALL AND AT BASE OF PIPE BEFORE IT TURNS 90 DEGREES TO THE HUB DRAIN. ---INTERIOR WALL FULLY WELDED DUCT CONNECTION WITH DUCT INSIDE DUCT COLLAR ON HOOD. 1102 EXHAUST DUCT COLLAR HOOD IS MODEL ACF: WH96, ETL LISTED. HOOD CONSTRUCTED OF 18 GAUGE STAINLESS STEEL SHEETMETAL GREASE TROUGH REMOVABLE S/S GREASE CUP 18 GA S/S END PANEL FACTORY INSTALLED) SLOPE I/8" PER FOOT /-' FAN CURB GREASE DUCT GENERAL NOTES: ALL SEAMS ON THE EXHAUST DUCTWORK FOR THE HOOD SHALL BE MADE LIQUID -TIGHT WITH A CONTINUOUS EXTERNAL WELD PROVIDE ACCESS PANELS AT ALL CHANGES IN DIRECTION OR MINIMUM 12'-0" ON CENTER. ACCESS PANELS TO HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500•17, SHALL BE GREASETIGHT AND MEET ALL NFPA-96 REQUIREMENTS EXHAUST CFM FROM HOOD = 1200 MAKE-UP AIR FROM RTU'S = 1430 CFM (SEE AIR BALANCE SCHEDULE SHEET M-1). THE DISTANCE BETWEEN THE COOKING SURFACE & FILTERS SHALL BE TWO FT THERE SHALL BE NO COMBUSTIBLE MATERIAL LOCATED WITHIN 18" OF GREASE DUCT OR EXHAUST HOOD. ANY CONDUIT WITHIN 18" OF HOOD SHALL BE PROTECTED BY A NONCOMBUSTIBLE, 1 HOUR FIRE RATED CONSTRUCTION. IMPORTANT NOTE: HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. LEGEND 12 STEAM TABLE (19 15/16" DEEP) 123 36" FLAT GRILL (28" DEEP) 14 EGG SHELL PAN 124 24" FLAT GRILL (28" DEEP) 15 TWO -EYE BURNER (18 1/2" DEEP) 17 OMELET MIXER 22 CHEF'S STATION NOTE: REFER TO KITCHEN SHEETS FOR ADDITIONAL INFORMATION. CONNECTION NOTES -H\/AG EQUIPMENT Y_ UNIT BA5E RAIL TIS STARTING COLLARS SHALL HAVE BEADED ENDS TO COMPLY. INSTALL BEADED EXTENSION 1/2' I/2" x 2" LAG BOLT THROUGH FACTORY ALL FOUR 51 F p SHOWN ON DETAILS. GLIP5 THROUGH RIGGING FRAME Y FLEX DUCT CONNECTION TO DIFFUSER � IS GAUGE TIE DOWN AND SHEETMETAL PLENUM COLLARS RE5TRAINT 1/2" x 2" LA6 BOLT - 2 PER 51DE 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR FACTORY GBG - CONFORMING 5EI5MIG AND PLACE A METAL DRAWBAND OVER THE OUTER INSULATED BRAGKET5 - TWO ON EACH 51DE MINIMUM TREATED WOOD NAILER JACKET BELOW THE SHEETMETAL COLLAR BEAD. GOUNTERFLA5HIN66 5EGURED TO CURB Q ROOFING OUTER INSULATED COLLAR CANT STRIP ROOF GUIRE1 JACKET [if of O BOOT COLLAR ROOFING IN5ULATION INNER DUCT LINER SUPPLY DIFFUSER ROOF IN5ULATION FRAME OPENING WITH OR PLENUM BEAp 5TEEL CHANNEL OR PLENUM BEAD _----ROOF DEGK 3/8" THROUGH BOLT, W � METAL DRAWBAND WA5HER5, EVERY 12" MINIMUM Z ON ALL FOUR 51DE5 Qw (),.fF- NOTE: W Z Q �i (n WHERE ROOFTOP UNIT5 ARE REQUIRED TO BE REPLACED OR RELOCATED, COORDINATE ROOF OPENINGS WITH THE LANDLORD. ALL ROOF OPENIN655 TO E3E BY LANDLORD'S CONTRACTOR AT THI5 CONTRACTOR'S EXPENSE. PROVIDE 516NED AND SEALED DRAWINGS BY A STRUCTURAL ENGINEER A5 REQUIRED FOR ANY ADDITIONAL STEEL OR MODIFIGATION5 TO EXI5TIN6 STEEL. OBTAIN LANDLORD AND BUILDING DEPARTMENT APPROVAL5 A5 !RED. SHEETMETAL OUTER INSULATED ROOF MOUNTED EXHAU5T FAN TO BE ATTACHED 51MILAR TO ROOFTOP UNIT K00FR7 UMFF OJK5 DETAIL- 5GALE = N.T.5 (n FAN "A" PROVIDED BY OWNER AND INSTALLED BY HVAC CONTRACTOR EXHAUST FAN SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENING. IF THIS CANNOT BE OBTAINED THEN THE FAN SHALL BE 3'-0" HIGHER THAN ANY OUTSIDE AIR OPENING WITHIN THE 10'-0" RADIUS ROOF CURB FURNISHED BY OWNER AND INSTALLED BY HVAC CONTRACTOR CUSTOM GREASE CUP, BY ATLANTA CUSTOM FABRICATORS INSTALLED ON LOW END OF ROOF (FIELD VERIFY) 2" DIA. GREASE DRAIN PROVIDED BY OWNER, INSTALLED BY HVAC CONTRACTOR. 1102 EXHAUST DUCT. 18 G STAINLESS STEEL SHEETMETAL OR 16 GAUGE CARBON STEEL SHEETMETAL DUCT VELOCITY = 2160 FPM GREASE LINE BEYOND — (SHOWN AS IS FOR CLARITY) 20 GAUGE SS ENCLOSURE FURNISHED AND INSTALLED BY HVAC CONTRACTOR (SEE NOTES ABOVE) — L- NON-COMBUSTIBLE CEILING: 2'-6" LAY -IN METAL CEILING GRID N W/ LAY -IN METAL CEILING TILES. 116 GA S/S PLATE SHELF (FACTORY INSTALLED) $ U.L. CLASSIFIED o S/S BAFFLE TYPE �- GREASE FILTERS 6" HOOD Y3" OVERHANG 1; CUTTING BOARD , GASKET WEATHER TIGHT ALL FOUR 51DE5 3/8" x 1-1/2" LAG BOLT - 2 PER 51DE -� TREATED WOOD NAILER 5EGURED CURB ROOF CURB IN50LATION FRAME OPENING WITH 5TEEL CHANNEL 3/8" THROUGH BOLT, WA5HER5, EVERY 12" MINIMUM ON ALL FOUR 51DE5 NOTE: EXHAU5T FAN TO BE ANCHORED TO ROOF CURB WITH LAG 5GREW5 OR METAL 5GREW5, EQUALLY SPACED (MIN. OF & REQUIRED) HVAC FAN UNIT BA5E RAIL 3/8" x 1-1/2" LAG BOLT THROUGH FACTORY SEISMIC GLIP5 THROUGH RIGGING FRAME 18 GAUGE TIE DOWN RE5TRAINT FACTORY GBG - GONFORMING 5E15MIG BRAGKET5 - TWO ON EACH SIDE MINIMUM �— COUNTERFLASHING ROOFING GANT STRIP ROOFING EXHAUST FAM CIF3 DETAIL_ 5GALE = N.T.5 ------------ -� IT—r H I I I 1 I I I I I I I I I I 1 I I I I I I I I I I 11x12 r 24" I I I I I I I I I I I I I I I I I I I II ice+ I II I I I I II I II II I ! I I I GAS APPLIANCES 2" AIR GAP HUB DRAIN I I I ROOF IN5ULATION ROOF DECK NOTE: ADAPTER PLATE TO BE FABRICATED USING SAME MATERIALS, GAUGES AND METHODS AS USED FOR GREASE DUCT. CORNERS SHALL BE FILLED AND WELDED AND SHALL TURN DOWN 1" OVER CURB TO PREVENT ANY GREASE FROM BEING ALBE TO ENTER CEILING CAVITY BY RUNNING BETWEEN CURB AND DUCT. W cn = ADAPTER PLATE z � � o o. w NDN -COMBUSTIBLE STEEL JOIST ROUTE 2" GREASE DRAIN PIPE FROM EXHAUST FAN ABOVE CEILING TO LOCATION DROP SHOWN ON SHEET P-1. SLOPE PIPE 1/4" PER FOOT. SUPPORT DRAIN LINE DOWN ALONG WALL. PROVIDE WALL SUPPORTS ABOVE CEILING, HALFWAY DOWN WALL AND AT BASE OF PIPE BEFORE IT TURNS 90 DEGREES TO THE HUB DRAIN. ---INTERIOR WALL FULLY WELDED DUCT CONNECTION WITH DUCT INSIDE DUCT COLLAR ON HOOD. 1102 EXHAUST DUCT COLLAR HOOD IS MODEL ACF: WH96, ETL LISTED. HOOD CONSTRUCTED OF 18 GAUGE STAINLESS STEEL SHEETMETAL GREASE TROUGH REMOVABLE S/S GREASE CUP 18 GA S/S END PANEL FACTORY INSTALLED) SLOPE I/8" PER FOOT /-' FAN CURB GREASE DUCT GENERAL NOTES: ALL SEAMS ON THE EXHAUST DUCTWORK FOR THE HOOD SHALL BE MADE LIQUID -TIGHT WITH A CONTINUOUS EXTERNAL WELD PROVIDE ACCESS PANELS AT ALL CHANGES IN DIRECTION OR MINIMUM 12'-0" ON CENTER. ACCESS PANELS TO HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500•17, SHALL BE GREASETIGHT AND MEET ALL NFPA-96 REQUIREMENTS EXHAUST CFM FROM HOOD = 1200 MAKE-UP AIR FROM RTU'S = 1430 CFM (SEE AIR BALANCE SCHEDULE SHEET M-1). THE DISTANCE BETWEEN THE COOKING SURFACE & FILTERS SHALL BE TWO FT THERE SHALL BE NO COMBUSTIBLE MATERIAL LOCATED WITHIN 18" OF GREASE DUCT OR EXHAUST HOOD. ANY CONDUIT WITHIN 18" OF HOOD SHALL BE PROTECTED BY A NONCOMBUSTIBLE, 1 HOUR FIRE RATED CONSTRUCTION. IMPORTANT NOTE: HVAC CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL SHROUD FROM TOP OF HOOD TO 4" ABOVE CEILING. SHROUD SHALL BE FABRICATED FROM 20 GAUGE MINIMUM 304 STAINLESS STEEL WITH #3 POLISH/FINISH. SHROUD SHALL BE FABRICATED FROM ONE PIECE OF STAINLESS STEEL WITH NO SEAMS. TOP AND BOTTOM SHALL HAVE 1/2" MINIMUM STIFFENING FLANGE TURNED TO INSIDE. SHROUD SHALL BE INSTALLED WITHOUT VISIBLE FASTENERS EXCEPT ALONG WALL BEHIND HOOD. SHROUD SHALL BE NEATLY CAULKED AROUND EDGES USING CAULK PROVIDED BY G.C. AND K.E.C. THE HVAC CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE CEILING GRID/TILE SYSTEM AT HOOD SHROUD AFTER ITS INSTALLATION UNLESS OTHER ARRANGEMENTS ARE MADE WITH G.C. THE HVAC CONTRACTOR IS ALSO TO PROVIDE AND INSTALL THE APPROXIMATELY 2'-0" WIDE STAINLESS STEEL FILLER PIECE ABOVE THE 3 DOOR REACH IN COOLER. FILLER PIECE TO BE FABRICATED AND INSTALLED AS SPECIFIED ABOVE. SEE BELOW AS WELL AS K -SHEETS FOR MORE DETAILS. LEGEND 12 STEAM TABLE (19 15/16" DEEP) 123 36" FLAT GRILL (28" DEEP) 14 EGG SHELL PAN 124 24" FLAT GRILL (28" DEEP) 15 TWO -EYE BURNER (18 1/2" DEEP) 17 OMELET MIXER 22 CHEF'S STATION NOTE: REFER TO KITCHEN SHEETS FOR ADDITIONAL INFORMATION. CONNECTION NOTES AND DETAILS FOR FLEXIBLE DUCT Y_ 1) ALL CONNECTIONS USING FLEX DUCT SHALL BE MADE PER THE DETAILS BELOW. SPIN -IN STARTING COLLARS SHALL HAVE BEADED ENDS TO COMPLY. INSTALL BEADED EXTENSION COLLARS ON PERFORATED SUPPLY DIFFUSERS TO ALLOW FOR CONNECTION OF FLEX DUCT AS p SHOWN ON DETAILS. Y FLEX DUCT CONNECTION TO DIFFUSER � AND SHEETMETAL PLENUM COLLARS w 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR 1. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER AND PLACE A METAL DRAWBAND OVER THE OUTER INSULATED LINER OVER SHEETMETAL COLLAR. (PAST BEAD) JACKET BELOW THE SHEETMETAL COLLAR BEAD. SHEETMETAL OUTER INSULATED JACKET Q OUTER INSULATED COLLAR WO SHEETMETAL JACKET [if of O BOOT COLLAR INNER DUCT LINER INNER DUCT LINER SUPPLY DIFFUSER SUPPLY DIFFUSER OR PLENUM BEAp V Z) 00E OR PLENUM BEAD Q U W � METAL DRAWBAND 2. TAPE INNER -LINER TO SHEETMETAL COLLAR WITH SMACNA Z � Qw (),.fF- DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND W Z Q �i (n _ o SHEET METAL COLLAR TWO FULL TURNS. Q 4. CUT EXCESS METAL DRAWBAND OFF U W SHEETMETAL OUTER INSULATED co cJ SHEETMETAL OUTER INSULATED COLLAR JACKET (n COLLAR JACKET FINALLY TAPE A STRIP BY: OF FOIL BACKED INSULATION KKH INNER DUCT LINER OVER DRAWBAND WHERE INNER DUCT LINER SUPPLY DIFFUSER INSULATION IS COMPRESSED OR PLENUM BY DRAWBAND TO PREVENT BEAD BEAD POSSIBLE CONDENSATION DUCT TAPE METAL DRAWBAND SUPPLY DIFFUSER OR PLENUM NOTE: CEILING GRID AND TILES ARE METAL AND THERFORE NON-COMBUSTIBLE FIN. CEILING LINE IN RESTAURANT NON-COMBUSTIBLE CEILING: LAY -IN METAL CEILING GRID W/ LAY -IN METAL CEILING TILES. 0 CENSE F -P, "s * N0. PE00061254 10 N AL ',fiH11lilt 11���` 11/30/17 c c o 5 •NU.L� O 70 LCOX= p c3c _ °o3+•y o c: �N�pU U .U) 23 � ° j (1)a, o of -0>>°c �1 a) z N ° W C coo a t a� cw 3 ++ p c o X, p2 : oOW3a1 c W LoO ~.g°�a o 0m*F0CLc'i N c (o 'c aU O)¢ia�v �3 X 2:w, cc_c O oaiCj °- pc yNye-0 0v7 sOc' p T Ft- pQ-'aL-+ 3Q C17216 ' o Zo® v Z e o Fu—jl v Uo W LL o 0) 0) 0 ¢ ZN 1� W o QO Qj o� Fo OQV v z0 FRI a v W L0 DRAWN BY: MRL MEGHANIGAL `CJ EXHAUST HOOD DETAIL ELEVATION I JOB N0: I SHEET EXHAUST HOODA SCALE: 1"=1'-0" D ET I L/SECTION 30233 M— 2 ROOF EXHAUST DATE: OF _2Z 11/30/1— SHEETS Y_ tY m p Y � cy w O Q7 (10 Q )- o WO Z Of [if of O LL V Z) 00E Y : I Q U W � O Z � Qw (),.fF- z O W Z Q �i (n _ o W Z) Q U W 2 U co cJ U O (n I-) I-) to J CHECKED BY: KKH DRAWN BY: MRL MEGHANIGAL `CJ EXHAUST HOOD DETAIL ELEVATION I JOB N0: I SHEET EXHAUST HOODA SCALE: 1"=1'-0" D ET I L/SECTION 30233 M— 2 ROOF EXHAUST DATE: OF _2Z 11/30/1— SHEETS THE OWNER WILL FURNISH THE FOLLOWING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION AND CONNECTION 1. PANEL 'P2' COMPLETE WITH BREAKERS AND TRIM. 2. PANEL 'P1' COMPLETE WITH BREAKERS AND TRIM 3. ALL LIGHTING FIXTURES(INCLUDING LAMPS) UNLESS NOTED OTHERWISE. 4. ENGRAVED NAMEPLATES FOR ALL PANELS AND SWITCHES. 5. RAINTIGHT (NEMA 3R) DISCONNECT SWITCHES FOR RTU UNITS, WALK-IN FREEZER, WALK-IN COOLER AND HIGH RISE SIGN. 6. SITE LIGHT POLES AND ANCHOR BOLTS. 7. (2) PHOTOCELLS 8. CONTACTORS WITH ENCLOSURES. 9. RESTAURANT EQUIPMENT PACKAGE. 10. SIGNAGE PACKAGE AND INSTALLATION OF SIGNAGE, UNLESS NOTED OTHERWISE. NOTE: 1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS NOT SPECIFICALLY NOTED ABOVE WITH THE REQUIRED LABOR, PERMITS, ETC. REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. 2. COORDINATE ALL CONDUIT RUNS IN CEILING CAVITY WITH OTHER TRADES TO AVOID CONFLICTS WITH DUCTWORK, ETC. ROOF DECK (*)1/4" ALL THREAD ROD STEEL OCTAGON EXTENSION BOX (INSTALL AFTER CEILING TILE INSTALLED) ESCUTCHEON TYPE "A" LIGHT FIXTURE NOTE: IN LIEL*OF ITEMS SO INDICATED PROVIDE CADDY #512HD T -GRID BOX HANGER ACROSS CEILING GRID. PROVIDE TIE -WIRE SUPPORT AT BOX TO STRUCTURE ABOVE. ALL CCTV ITEMS TO BE PROVIDED AND INSTALLED AS FOLLOWS: PROVIDED AND INSTALLED BY ELECTRICIAN: PROVIDED AND INSTALLED BY CCTV CONTRACTOR: PROVIDED BY LES, INSTALLED BY ELECTRICIAN: 20A DUPLEX RECEPTACLE CCTV CAMERAS CAT -5 CABLE ALL CONDUIT CCN MONITOR SIAMESE CABLE: RG -59 W/ PULL BOX CCN EQUIPMENT IN COMMISSARY 18-2 POWER WIRE (FOR TELEPHONE JACK CEILING GROMMET (0 MONITOR) CAMERAS & MONITOR***) BY BY TWIST -LOCK RECEPTACLE W 2 -LED 20A BREAKER IN PANEL a_ LOCK -OFF DEVICE FOR BREAKER ***ONLY USE RG -59 PORTION OF SIAMESE CABLE FOR MONITOR ROUGH -IN CADDY 4 -TI -B ANGLE BRACKET SCREWED TO ROOF DE�Kx) 1/2" EMT CONDUIT OR 3/8" TYPE AC OR MC CABLE TO NEXT FIXTURE (TYPICAL) SUPPORT PER N.E.C. �2� 1/4" LOCKNUTS, 1 INSIDE, (1) OUTSIDE BO*) STEEL OCTAGON LIGHT BOX INSTALL BOX AND EXTENSION RING DOWN TO FINISHED CEILING LSUSPENDED GRID CEILING SYSTEM TYPE "A" FIXTURE INSTALLATION DETAIL SCALE: NO SCALE E L E C T R I C A L S Y M B O L S - FLUORESCENT FIXTURE AND OUTLET, RECESSED IN CEILING. - CEILING OR PENDANT MOUNTED LIGHTING FIXTURE AND OUTLET 0 - DUPLEX GROUNDING TYPE RECEPTACLE, FLUSH MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED; HUBBELL #5252, OR EQUAL - DUPLEX GROUNDING TYPE RECEPTACLE, FLUSH MOUNTED ABOVE COUNTERTOP, AT HEIGHT INDICATED; HUBBELL# 5252, OR EQUAL -TWO (2) DUPLEX GROUNDING TYPE RECEPTACLES, UNDER COMMON PLATE, 18" A.F.F. UNLESS OTHERWISE NOTED, HUBBELL #5252, OR EQUAL D- TELEPHONE OUTLET FLUSH MOUNTED AT HEIGHT INDICATED WITH RJ45 JACK. O -I - OUTLET BOX USED AS JUNCTION BOX, FLUSH IN WALL AT HEIGHT INDICATED. PE - PHOTOELECTRIC SWITCH ON ROOF, TO OPERATE CONTACTOR. SEE RISER DIAGRAM AND DETAILS. G - MOTOR, SIZE AS NOTED, WITH TERMINAL CONNECTION. ph - SAFETY SWITCH, SIZE AS NOTED. RT - DENOTES RAINTIGHT ENCLOSURE, NEMP2-3R. Sa - SINGLE POLE SWITCH, FLUSH AT 4'-0" A.F.F., HUBBELL #1221, OR EQUAL. LOWER CASE LETTER SUBSCRIPT (a, b, c, d) DENOTES CONTROL OF LIGHTING FIXTURE(S) WITH CORRESPONDING DESIGNATION SM - TOGGLE SWITCH, MOTOR RATED, WITH OVERLOADS, SPST, 20A - PANEL, (SEE PANEL SCHEDULE). - SINGLE GROUNDING TYPE RECEPTACLE, TYPE AS NOTED. FLOOR SCALE: 17 ►//ll IAIT CIVTI IDC 11 r%ll PLAN - LIGHTING. NOTE: REFER TO ARCHITECTURAL REFLECTED CEILING PLAN ON SHEET P2-2 FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. - WIRING IN EMT CONCEALED ABOVE FINISHED CEILING OR IN WALL. WIRING IN RIGID STEEL OR RIGID PVC CONDUIT CONCEALED UNDER FLOOR, OR UNDERGROUND BRANCH CIRCUIT HOMERUN TO PANEL INDICATED. FLEXIBLE CONDUIT - SERVICE MAST AND 4 -HOLE WEATHERHEAD ON ROOF CLEARANCE 12'-0" MIN. - HAND DRYER CONNECTION BOX, 120V., 10, BY OWNER. LOCATE BOX FLUSH IN WALL, AT HEIGHT INDICATED JO - JUNCTION BOX, ABOVE CEILING. - DUPLEX GROUNDING TYPE RECEPTACLE, WITH ISOLATED GROUND, HUBBELL# 5262 -IG, OR EQUAL COMBINATION EXIT SIGN FIXTURE AND EMERGENCY EGRESS LIGHT, CEILING MOUNTED. r1l) - INDICATES SEPARATE GROUND CONDUCTOR. -TWO (2) DUPLEX GROUNDING TYPE RECEPTACLES, WITH ISOLATED IG GROUND, UNDER COMMON PLATE, FLUSH MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED; HUBBELL #5262 -IG, OR EQUAL O - THERMOSTAT; (BY OTHERS). AFF - ABOVE FINISHED FLOOR GFI - GROUND FAULT INTERRUPTER WP - DENOTES WEATHERPROOF TO EXHAUST N ROOF. SEE 'OR LOCATION LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER/CAT. NO. LAMPS FIXTURE LOAD DESCRIPTION/REMARKS INSTALLED I FURNISHED WATTS AMPS W Q Y LL BY BY :D cyJ W 2 -LED a_ Ld A TERON LIGHTING 1100 LUMEN EA. 14 0.06 SPECIAL SHATTERPROOF GLOBE WITH CHROME TRIM, 2700K. E.C. OWNER B COLUMBIA LIGHTING 2 -LED 41 0.20 2'X4' LAY -IN LED WITH ACRYLIC PRISMATIC DIFFUSER E.C. OWNER E_ LJT24-35LWG 4133 LUMEN EA. AND 6' FLEX z C COLUMBIA LIGHTING 2 -LED 41 0.20 SAME AS TYPE "B", WITH DRY WALL FRAMING KIT E.C. OWNER \ LJT24-35LWG 4133 LUMEN EA. p Q LD LLJ (a F -Z- D COLUMBIA LIGHTING 2 -LED 52 0.26 SAME AS TYPE "B" EXCEPT MEDIUM LUMEN. E.C. OWNER LJT24-35MLG 5057 LUMEN EA. F LUMILITE 100W/INC 100 0.83 EXTERIOR GOOSENECK INCANDESCENT LIGHT FIXTURE E.C. OWNER AR14101-120/13 K WALL MOUNTED 1-60W IF INCANDESCENT -PORCELAIN SOCKET LAMP HOLDER(KEYLESS TYPE) J KEYLESS#LHIP or 60 0.5 CONTRACTOR SHALL PROVIDE HEAT LAMP FOR FIXTURE IN AREAS E.C. OWNER HEAT LAMP WHERE THE TEMPERATURE REGULARLY FALLS BELOW 32'F. L LOW -PROFILE EXTERIOR HO -T12 CW 18/FT 14.5 FURNISHED AND INSTALLED BY SIGN VENDOR ON STORES OWNER'S SIGNAGE OWNER'S G GE SIGNAGE FLUORESCENT LIGHT FIXTURE (60') WITH REVERSE SLOPE FASCIA ONLY CONTRACTOR O ACTOR M TERON LIGHTING 1-13 WATT 17 0.14 FLUORESCENT WALL -PACK, MOUNTED 1'-0" ABOVE REAR E.C. OWNER #CA113Q QUAD PL DOOR SEE SHEET E-3 (ROOF PLAN) FOR LOCATION. N SURE-LITES LED (EXIT) 436' V 12 0.1 COMBINATION LED EXIT AND EMERGENCY OWNER #LPXH70RWHDH PAR36 AR LIGHTING UNIT - CEILING MOUNTED, SINGLE FACE E.C. 120V SUPPLY, EMERGENCY BATTERY PACK, RED LETTERS. (EM E.C. = ELECTRICAL CONTRACTOR G.C. = GENERAL CONTRACTOR LIGHTING FIXTURE NOTES: 1. ALL DIFFUSERS FOR ALL LAY -IN TYPE FLUORESCENT LIGHTING FIXTURES SHALL BE INSTALLED WITH THE SMOOTH SIDE DOWN. 2. ALL LIGHTING FIXTURES, EXCEPT FIXTURE TYPE 'J' IN MECHANICAL ROOM, SHALL BE FURNISHED WITH ACRYLIC LAMP GUARDS. ``01111111111111, %% ES A... K NO * : NO. PEO 64138 .D * O Y p Ll STATE OF �. O N A L�'��� 11111111110% 11/30/17 0 c rn L c O x a J �0c00 mp c0�a _ 0 3.4., dly a�o+' .• � N-00 U 0.OLC N cat 3 0 = °'" -0 O 0 L ° 0�_� w E o� o CF., 40 a� +• O 0 w LL c o �— 0 -.g C, vas °v o$ > 1 2y +, y005� O>j O aC N O�N:3 rooCoccci c- c a) U, O roN9 3 xOLcr0, Urn°m��°vyo r-vw ° m+'o,°� NNS-a�'>, r�0)ric 3Q C17216 3 0 0 00 ®LL,M FullQ W a $n w o `t o 0 W oLn Qo � Z04 11K N IL W L o Q ov 0 as�. j ea �00 v rn LO Y m (/) Of m Z O V) W Q Y LL O :D cyJ W Z g a_ Ld =w m C)) C \Q >_ _0 N 3 0 0 00 ®LL,M FullQ W a $n w o `t o 0 W oLn Qo � Z04 11K N IL W L o Q ov 0 as�. j ea �00 v rn LO DRAWN BY: Y MRL Q ELECTRICAL J JOB N0: SHEET m 30233 E-1 1c) DATE: OF _27_ 11/30/11 SHEETS Y Of m p Y > :D cyJ W J =w m 0 \Q >_ _0 zQ Q� = O O U E_ :2 LL_ w z (n D Y go J 00L d Q \ Z (n Z p Q LD LLJ (a F -Z- (�/) Q ZQ M V O J J CHECKED BY: JAK DRAWN BY: Y MRL Q ELECTRICAL J JOB N0: SHEET m 30233 E-1 1c) DATE: OF _27_ 11/30/11 SHEETS KITCHEN EQUIPMENT SCHEDULE TAG ITEM -` C>11 17 CONN. REMARKS 17 & 12 FOR HP KW A VOLT. TYPE P1-1 P2-4,24 14 72-32-1(6,18,20 ) 26 24 (3)TO EXHAUST FAN, SEE 1/E-3 5A & 5FOR FOR WITH CONTINUATION AND COORDINATE KEC AND HVAC CONTRACTORS. TO ALLOW BACK BAR CONNECTION AT A FROM WALL JUNCTION BOX MAKE FINAL FOR P2-12 P1-9 19 A° _ t' y N Ai MINIMUM OF 24" FROM WALL. VERIFY tau�w3 Mv 0, �' v O CONNECTION AS INDICATED TO OWNER 2 COFFEE MAKER J > OL ° 3.2 15.5 120/ CORD & SUPPLIED RECEPTACLE FLUSH IN I I (2 UNITS) OUTLET BOX (TYPICAL) FOR fl v°vo°v 208V,10 PLUG BACKBAR (39" A.F.F.). INSTALL OWNER y ++ O y 7 20 Toot0°av->. 0 :D 3Q IN STAINLESS STEEL BACKBAR H oO SUPPLIED PLUG AND CORD. Lu �7, O BY KITCHEN EQUIPMENT z \ F- NOTE: NEUTRAL REQUIRED. EMT CONDUIT MANUFACTURER. � > Li PROVIDE DUPLEX RECEPTACLE, SURFACE MOUNTED O COKE DISPENSER W 1.5 115V. CORD & ON WALL UNDER BACKBAR. CONNECT TO WALL CHECKED BY: SLAB IS ACCEPTABLE. JAK PLUG MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. DRAWN BY: PVC TO EMT --------- _-� CONNECTOR BACK BAR (EACH) BOTH PIECES OF EQUIPMENT ARE ON THE SAME 5A CARBONATOR 7.0 115V. CIRCUIT. ONOT USED - - - - - - FROM WALL JUNCTION BOX MAKE FINAL CONNECTION AS INDICATED TO OWNER 12 COUNTERTOP WARMER1 (3 UNITS) 2 10.0 120V CORD & PLUG SUPPLIED RECEPTACLE FLUSH IN BACKBAR. REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: COUNTERTOP WARMER UNDER HOOD AND THE OMELET MIXER ARE ON THE SAME CIRCUIT. FROM WALL JUNCTION BOX, MAKE FINAL 17 OMELET MIXER CORD & CONNECTION AS INDICATED TO OWNER SUPPLIED RECEPTACLE FLUSH IN 0.1 0.8 120V. PLUG BACKBAR (26" A.F.F.). REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: OMELET MIXER AND COUNTERTOP WARMER UNDER HOOD ARE ON THE SAME CIRCUIT. 19 FROM JUNCTION BOX (6" A.F.F.) MAKE FINAL DISHWASHER 24.0 120V. SOLID CONNECTION WITH 'SEAL-TITE' CONDUIT. 20 BOOSTER HEATER 6.0 208V,10 SOLID FROM JUNCTION BOX (6" A.F.F.) MAKE FINAL 'SEAL-TITE' CONNECTION WITH CONDUIT. 21 SANDWICH UNIT 15.0 115V. CORD & PROVIDE HUBBELL #2310 RECEPTACLE, SURFACE PLUG MOUNTED ON WALL UNDER BACKBAR. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER TOASTER 2.2 18.3 120V. CORD & SUPPLIED RECEPTACLE FLUSH IN ( 3 UNITS) PLUG BACKBAR (39" A.F.F.). REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. 25 REFRIGERATOR 12.0 115V. PROVIDE HUBBELL #2310 RECEPTACLE, FLUSH MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER 26 WAFFLE BAKER 1.8 15.0 120V. CORD & SUPPLIED RECEPTACLE FLUSH IN ( 3 UNITS) PLUG BACKBAR (31- A.F.F.). REMOVE EQUIPMENT PLUG SHORTEN CORD TO 29" AND INSTALL OWNER SUPPLIED PLUG. 27 REFRIGERATOR 12,0 115V. CORD & PROVIDE HUBBELL #2310 RECEPTACLE, FLUSH PLUG MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. 28 REFRIGERATOR12.0 115V. CORD & PROVIDE HUBBELL #2310 RECEPTACLE, FLUSH PLUG MOUNTED IN WALL AS SHOWN. CONNECT TO WALL MOUNTED JUNCTION BOX AS SHOWN ON 2/E-2. 47 COFFEE WARMER 0.2 1.66 120V. CORD & HUBBELL #5252 OR EQUAL DUPLEX PLUG RECEPTACLE 18" A.F.F. 4© MUSIC MACHINE 0.6 5.5 120V. CORD & HUBBELL #5252 OR EQUAL DUPLEX PLUG RECEPTACLE 18" A.F.F. MOUNT RECEPTACLES UNDER A COMMON QUAD PLATE. CORD & TURN UP TO 10" A.F.F. AND INSTALL 2#12 & 1#12 (IG) -1/2"C. IN FLEXIBLE SEALTITE TO 51CASH REGISTER 0.4 120V. PLUG SURFACE MOUNTED ISOLATED GROUND RECEPTACLE MOUNTED UNDER TOP SHELF OF CASH REGISTER STAND. SEAL AROUND CONDUIT PENETRATION IN BOTTOM OF CASH REGISTER STAND. 52 FAN CONTROL FROM WALL JUNCTION BOX, MAKE FINAL CONNECTION AS INDICATED TO OWNER SWITCH FURNISHED SPST SWITCH (HUBBELL#1221 OR EQUAL) IN BACKBAR (39" A.F.F.). COVER PLATE SHALL BE PAINTED RED. FROM WALL JUNCTION BOX (74" A.F.F.) MAKE 65 ICE MACHINE SOLID FINAL FLEXIBLE 'SEAL-TITE' CONNECTION LEAVE 13.0 115V. SLACK 'SEAL TITE' TO ALLOW MACHINE TO BE SLID OUT FOR CLEANING AND SERVICING 4® JUICE MACHINE 3.0 115V. CORD & FROM JUNCTION BOX ON WALL, MAKE FINAL CONNECTION TO OWNER SUPPLIED DUPLEX PLUG RECEPTACLE FLUSH IN BACK BAR (39" A.F.F.). REMOVE EQUIPMENT PLUG AND INSTALL OWNER SUPPLIED PLUG. NOTE: JUICE MACHINE IS ON THE SAME CIRCUIT AS THE ADJACENT COFFEE GRINDER. TO RECEPTACLES FOR MICROSWITCH, 15A, SPDT,COUNTERTOP WARMER (#12) IN FIRE SUPPRESSION r , &OMELET MIXER (#17) SYSTEM CABINET - WHITE RED _ BLACK JUNCTIONBOX CKT. P2-27 � (TO PANEL) L -J WIRING DIAGRAM - EQUIPMENT SHUT -DOWN F-9 NOTES (APPLY TO 1/E-2 UNLESS NOTED OTHERWISE): O STUB CONDUIT THROUGH BOTTOM OF CASH REGISTER STAND AND EXTEND USING 'SEAL-TITE' TO 2" X 4" BOX SURFACE MOUNTED TO RECEIVE ISOLATED GROUND RECEPTACLE FOR CASH REGISTER. SEAL AROUND CONDUIT WHERE IT PENETRATES BOTTOM OF CASH REGISTER STAND O STUB CONDUIT THROUGH BOTTOM OF CASH REGISTER STAND AND EXTEND USING 'SEAL-TITE' TO 2" X 4" SURFACE MOUNTED BOX TO RECEIVE TELEPHONE JACK. SEAL AROUND CONDUIT WHERE IT PENETRATES BOTTOM OF CASH REGISTER STAND O3 CONDUIT STUB -UPS UNDER DISH AREA SHALL BE RIGID METAL CONDUIT TO THE BOTTOM OF THE CONCRETE SLAB TO PREVENT DAMAGE FROM MOPPING ETC. RIGID METAL CONDUIT STUB -UPS SHALL BE PROVIDED WITH APPROVED GROUND PATH. 40 2" X 4" FLUSH MOUNTED JUNCTION BOX MOUNTED 18" A.F.F. TO ACCEPT COVER PLATE PROVIDED BY MUSIC SYSTEM SUPPLIER. (PRIMARY LOCATION OF MUSIC MACHINE.) EXTEND 1/2"C. (FOR SPEAKER WIRING) UNDER SLAB TO JUNCTION BOX AT SECONDARY LOCATION. O NOT USED. O NOT USED. NOT USED. 0 G) PROVIDE JUNCTION BOX FOR INTERFACE WITH HOOD FIRE SUPPRESSION SYSTEM. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN (CONTROL BOX AND SYSTEM BY OTHERS). SEE 6/E-2. g❑ NOT USED. 10 ALL RECEPTACLES IN THIS AREA SHALL BE FLUSH MOUNTED IN MASONRY WALL AND SUPPLIED VIA CONCEALED CONDUIT. 11 INSTALL OWNER FURNISHED DUPLEX RECEPTACLE WITH COMBINATION 15A, 125V, TWISTLOCK CONFIGURATION AND 15A, 125V PARALLEL BLADE, HUBBELL #4792, OR EQUAL, FLUSH IN WALL 42" A.F.F. 12 INSTALL OWNER FURNISHED NEMA L5-2OR SINGLE RECEPTACLE, HUBBELL #2310, OR EQUAL, FLUSH IN WALL 42" A.F.F. 13 INSTALL OWNER FURNISHED NEMA L5 -15R SINGLE RECEPTACLE, HUBBELL #4710, OR EQUAL, FLUSH IN WALL 42" A.F.F. 14 20A 120V, DUPLEX RECEPTACLE AT CEILING FOR CLOSED-CIRCUIT TV MONITOR. USE CLOSEST LIGHTING CIRCUIT. 15 SINGLE TWIST -LOCK RECEPTACLE. 15A 120V *(DEDICATED CIRCUIT). PROVIDE 2" PVC CONDUIT IN THE WALL NEXT TO THE CIRCUIT RUNNING UP TO THE PLENUM. NOTE REFER TO SHEET K-4 FOR DIMENSIONED LOCATION OF SLAB STUB -UPS, TO DETERMINE EXACT ROUGH -IN LOCATIONS. ® DESIGNATES EQUIPMENT RECEPTACLE (SINGLE) OYP) ® DESIGNATES EQUIPMENT RECEPTACLE (DUPLEX) OW) 0 DESIGNATES EQUIPMENT SWITCH MP) NOTE: OUTLET BOXES IN THIS DETAIL ARE FACTO OINST®O D IN BACKBAR EXCEPT: 1) OUTLET BOXES FOR 5 AND 21 WHICH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AND MOUNTED UNDER BACKBAR COUNTER AT LOCATIONS SHOWN AND ACCESSED THROUGH DRY STORAGE DOORS. 2) OUTLET BOXES FOR2®, © AND �o WHICH SHALL BE PROVIDED BY BY ELECTRICAL CONTRACTOR AND MOUNTED RECESSED IN BACKBAR FRAMING AT LOCATIONS SHOWN. RECEPTACLES, SWITCH, & COVERS FOR BACKBAR FACTORY MOUNTED OUTLET BOXES ARE FURNISHED BY OWNER & INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ALL OTHER OUTLET BOXES, RECEPTACLES, & COVERS IN THIS DETAIL SHALL BE FURNISHED, INSTALLED & WIRED BY ELECTRICAL CONTRACTOR. SEE NOTES & DETAILS ON THIS SHEET & SHEET K-4 FOR MORE DETAILS & INFORMATION. TO RECEPTACLE IN EMPLOYEE TIME CLOCK 4T 60" A.F.F. '61 MANAGERS CLOSET PLAN E-2 SCALE:NONE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR D.O.L. SYSTEM WITH SUPPLIER PRIOR TO ROUGH -IN. 81 7/ A.F.F. PANEL 'P2' PANEL 'P1' 5J 5A 25 WP/GFI 18' AFF 12 P2-10,28 P1-5 52 3/4" CONDUIT UNDER SLAB W/CAT-5 CABLE. CONDUIT TO GO FROM MECH RM TO COMMISSARY TO OFFICE AND THEN TO THE CASH STAND. VESTIBULE A. F. F. OVERHEAD SERVICE CABLE BY UTILITY COMPANY 4 -HOLE WEATHERHEAD,- SIZE AS REQUIRED. 27 17 12 27 12 II SHEET- E-3 WEATHERHEAD FOR METER METER AND METER CABINET WIRING FROM CURRENT PER LOCAL UTILITY CO. /-TRANSFORMERS. REQUIREMENTS. MECH. MEN_T P1-2,4 0 0 r5i FIVAs 5A 11 5 149 (2) E NML: FOR FURTHER REQUIREMENTS AND SPECIFICATIONS, SEE SEE NOTE NUMBER SPECIFIED BY THIS ! J! 1SYMBOL. SWITCH RECEPTACLE ONE WAY WINDOW r Lo DOOR SIDE(FROM INSIDE) 5 MANAGERS E-2 SCALE:3/8 =1 -0 CEILING LINE EMPLOYEE TIME CLOCK (OTHER SIDE OF WALL)- 2 1 �J (J rJ rJ rJ 2 1 3 51 OPTIONAL PART P2-6 PART P2- 4 0 o f- 1 FLOOR F E-2 SCA LE:1/471'- EMPLOYEE 4 =1 - 14- 0 o DEDICATED I.G. RECEPTACLE FOR COMPUTER ITTTI FRONT WALL REAR WALL(FROM INSIDE) OSET ELEVATIONS uf1r\ CL_CVH I IUIN E-2 SCALE: 1/4"=1'-0" TOILET VESTIBULE N - POW ENTER 48" AFF MAKE FINAL CONNECTION TO HAND DRYERS. WIRING IN CONDUIT HOMERUN TO PANEL AND CKT. NO. AS INDICATED ON ROOF KITCHEN EQUIPMENT FLOOR PLAN ABOVE. -� c -` C>11 17 AS REQUIRED, MOUNTED P 17 & 12 FOR :01 ABOVEON WALL LAY -IN O °;r' N C) Of P2-11,27 P2-7 P1-1 P2-4,24 14 72-32-1(6,18,20 ) 26 24 (3)TO EXHAUST FAN, SEE 1/E-3 5A & 5FOR FOR WITH CONTINUATION AND COORDINATE KEC AND HVAC CONTRACTORS. TO ALLOW BACK BAR CONNECTION AT A 0 L L_ o 6 0 FOR P2-12 P1-9 19 A° _ t' y N Ai MINIMUM OF 24" FROM WALL. VERIFY tau�w3 Mv 0, �' v O 11 LlZP2- 2_30 rg37 J > OL ° of f ,o U) ° 8--r- EQUIPMENT CONTRACTOR. N W 'O 2 c) c c0a d I I a0 0) oos' OUTLET BOX (TYPICAL) FOR fl v°vo°v NML: FOR FURTHER REQUIREMENTS AND SPECIFICATIONS, SEE SEE NOTE NUMBER SPECIFIED BY THIS ! J! 1SYMBOL. SWITCH RECEPTACLE ONE WAY WINDOW r Lo DOOR SIDE(FROM INSIDE) 5 MANAGERS E-2 SCALE:3/8 =1 -0 CEILING LINE EMPLOYEE TIME CLOCK (OTHER SIDE OF WALL)- 2 1 �J (J rJ rJ rJ 2 1 3 51 OPTIONAL PART P2-6 PART P2- 4 0 o f- 1 FLOOR F E-2 SCA LE:1/471'- EMPLOYEE 4 =1 - 14- 0 o DEDICATED I.G. RECEPTACLE FOR COMPUTER ITTTI FRONT WALL REAR WALL(FROM INSIDE) OSET ELEVATIONS uf1r\ CL_CVH I IUIN E-2 SCALE: 1/4"=1'-0" TOILET VESTIBULE N - POW ENTER 48" AFF MAKE FINAL CONNECTION TO HAND DRYERS. WIRING IN CONDUIT HOMERUN TO PANEL AND CKT. NO. AS INDICATED ON ROOF KITCHEN EQUIPMENT FLOOR PLAN ABOVE. -�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a). 4. ALL CONDUIT AND WIRING MOUNTED IN OR EXTENDED THROUGH CEILING CAVITY SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY CONFLICTS WITH DUCTWORK INSTALLATION, ETC. %J11111111" 1 41t.. OCENSF'••.ti<� �*0, * NO. PE00064138 p STATE OF 4 ell 'ONAL o, 11/30/17 c JUNCTION BOX, SIZED Lo 100 2 Do AS REQUIRED, MOUNTED CEILING-"' JU)°'o2 :01 ABOVEON WALL LAY -IN O °;r' N C) Of CEILING (TYPICAL) FLEXIBLE CONDUIT, LENGTH AS REQUIRED, co � O=- - .� `303°j ^` W TO ALLOW BACK BAR CONNECTION AT A 0 L L_ o 6 0 0 ° w- a) _ 'v C N Z cO U A° _ t' y N Ai MINIMUM OF 24" FROM WALL. VERIFY tau�w3 Mv 0, �' v O Ow coc - o ACTUAL LOCATION WITH KITCHEN 0.9 H o o J > OL ° of f ,o U) ° 8--r- EQUIPMENT CONTRACTOR. N W 'O 2 c) c c0a d =7C) c m 0 3 X 2� CL a0 0) oos' OUTLET BOX (TYPICAL) FOR U 0)cr v°vo°v Cn tCO�C KITCHEN EQUIPMENT, MOUNTED y ++ O y 7 20 Toot0°av->. 0 :D 3Q IN STAINLESS STEEL BACKBAR H oO C17216 Lu �7, O BY KITCHEN EQUIPMENT z \ F- o EMT CONDUIT MANUFACTURER. � > Li ALTERNATE: U W n PVC CONDUIT UNDER CHECKED BY: SLAB IS ACCEPTABLE. JAK DRAWN BY: PVC TO EMT --------- _-�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a). 4. ALL CONDUIT AND WIRING MOUNTED IN OR EXTENDED THROUGH CEILING CAVITY SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY CONFLICTS WITH DUCTWORK INSTALLATION, ETC. %J11111111" 1 41t.. OCENSF'••.ti<� �*0, * NO. PE00064138 p STATE OF 4 ell 'ONAL o, 11/30/17 3 O Z Fu-jl ® CJ M Q o W a W no Q o0 a °� Qo A z04 ae N W6_Lzul W o o ov a �0 z❑ D, iE r�C a 00 V W Q c c° 1 fA -° ++ Lo 100 2 Do LCOX= O JU)°'o2 :01 0 O °;r' N C) Of U � co � O=- - .� `303°j ^` W C L m N v v 0 L L_ o 6 0 0 ° w- a) _ 'v C N Z cO U A° _ t' y N Ai \ N W >�o°° tau�w3 Mv 0, �' v O Ow coc - o caca°i�� 0.9 H o o J > OL ° of f ,o U) ° 8--r- YOm�a N W 'O 2 c) c c0a d =7C) c m 0 3 X 2� CL a0 0) oos' L N V °� U 0)cr v°vo°v Cn tCO�C y ++ O y 7 20 Toot0°av->. 0 :D 3Q Y H oO C17216 Lu �7, O 3 O Z Fu-jl ® CJ M Q o W a W no Q o0 a °� Qo A z04 ae N W6_Lzul W o o ov a �0 z❑ D, iE r�C a 00 V W Q Y 0 C) Of y� � o c Ld J W Lj =Ij �Q m r2 of f Z p >-o (n = _O 0 a O :2U Cn 1- LED L (n0 n > 0 :D Y cf)00Ld Lu �7, O z \ F- o � > Li U U W n 3 O Z Fu-jl ® CJ M Q o W a W no Q o0 a °� Qo A z04 ae N W6_Lzul W o o ov a �0 z❑ D, iE r�C a 00 V W Q ELECTRICAL JOB NO:1 SHEET 30233 E-2 DATE: OF _27_' 11/30/1 SHEETS Y m C) Of y� c Ld J Z g� Lj =Ij �Q m r2 Z Of p >-o (n = _O 0 O :2U Cn 1- LED L (n0 n > 0 :D Y cf)00Ld � O z \ Z (% Z � > Li U U W n CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL JOB NO:1 SHEET 30233 E-2 DATE: OF _27_' 11/30/1 SHEETS "P2 PANEL A " 120/208V/30/4W FLUSH MTD. 400A MLO AT TOP PANEL ( ) VOLTAGE GND. BUS, 22 MAX WIDTH, 65,000 AIC MAINS CKT. NO. ITEM N0. LOAD DESCRIPTION: BRANCH CIRCUIT CKT. BKR. CKT. KVA TOTAL KVA CKT. KVA CKT. BKR. BRANCH CIRCUIT LOAD DESCRIPTION: ITEM NO. CKT. NO. TRIP POLES OA OB OC TRIP POLES 1 -- UGHTING 2112&1112G -1/2"C. 20 1 0.8 1.3 1 2.2 0.5 20 1 2#12&1#12G -1/2"C. RECEPTACLE (TIME CLOCK) -- 2 3 -- ` LIGHTING/FAN "B" 2112&1112G -1/2"C. 20 1 1.1 1.1 **0* 1 2#12&1#12G -1/2"C. ?OKKEIONIISS)ENSER/CARBONATOR 55A 4 5 -- LIGHTING 2112&1#12G -1/2"C. 20 1 0.5 20 1.4 0.9 0.5 20 20 1 1 2#12&1#12G -1/2"C. 2#122 C1#12 (IG) COFFEEMACHARMER & MUSIC7 RECEPTACLES (IG) (OFFICE) 147 47 -- 6 8 20A TEST RECEPT 15A TEST RECEPT. 12 COUNTERTOP WARMER 2#12&1#12G -1/2"C. **0* 1 1.2 1.7 2.6 9 28 REFRIGERATOR 2#12&1112G -1/2"C. **0* 1 1.5 1.1 **0* 1 2#12&1#12G -1/2"C. COKE DISPENSER/CARBONATOR 5A 10 11 27 REFRIGERATOR 2j12&1 #12G -1/2"C. * *0* 1 1.5 -- 2.0 0.5 1.8 * *0* 20 1 1 2#12 2 C 1#12 (IG) 2J12&1#12G-1/2"C. CASH REGISTER (IG RECEPT) WAFFLE BAKER 51 26 12 14 13 21 SANDWICH UNIT 2112&1112G -1/2"C. **0* 1 1.8 3.6 4.0 15 24 TOASTER 2j12&1 j12G-1/2"C. * 0 1 2.2 1.8 **0* 1 2#12&1#12G -1/2"C. WAFFLE BAKER 26 16 17 24 TOASTER 2112&1#12G -1/2"C. * 0 1 2.2 -- 4.0 1.8 1.8 **0* **0* 1 1 2112&1#12G -1/2"C. 2#12&1#12G -1/2"C. WAFFLE BAKER WAFFLE BAKER 26 26 18 20 19 24 TOASTER 2#12&1#12G -1/2"C. * 0 1 2.2 4.0 2.1 18 20 21 -- TV/VCR RECEPTACLES 2#12&1112G -1/2"C. **0* 1 0.5 1.6 *0 1 2#12&1#12G -1/2"C. ICE MACHINE 65 22 23 -- RECEPTACLES 2#12&1112G -1/2"C. 20 1 0.6 --- 2.0 1.4 1.4 20 *** 20 *** 1 1 2#12&1112G -1/2"C. 2#12&1j12G-1/2"C. JUICE DISPENSER & COFFEE GRINDER JUICE DISPENSER & COFFEE GRINDER 149 7 149 7 24 26 25 12 COUNTERTOP WARMER 2#12&1112G -1/2"C. 20 *** 1 1.2 2.6 2.8 27 12 17 COUNTERTOP WARMER & OMELET MIXER 2#12&1112G -1/2"C. *** 1 1.3 1.5 *** 1 2#12&1112G -1/2"C. REFRIGERATOR 25 28 29 -- HIGH RISE SIGN SEE 4/E-3 20 1 1.0 0.8 3.9 2.9 0.7 ** 20 1 1 2#10&1110G -1/2"C. 2#12&1#12G -1/2"C. DISHWASHER EXHAUST FAN "A" 19 -- 30 32 31 -- HIGH RISE SIGN SEE 4/E-3 20 1 1.0 1.7 1.6 - - 33 -- HIGH RISE SIGN RECEPT SEE 4/E-3 20 1 0.5 1.1 20 2 SEE 4/E-3 LOT LIGHTS -- 34 35 -- EXTERIOR LIGHTING 2#12&1#12G -1/2"C. 20 1 1.5 - 2.6 1.1 1.1 -- 20 - 2 SEE 4/E-37 SEE 4/E-3 LOT LIGHTS -- -- 36 38 37 -- OPTIONAL CASH REGISTER (IG RECEPT) 2J12 2 C 1#12 (IG) * *0* 1 0.5 1.6 L2.3 1.1 39 -- ENTRANCE SIGN CIRCUIT 2#12&1#12G -1/2"C. 20 1 1.2 1.1 -- - SEE 4/E-3 --- - -- 40 41 -- WAFFLE TIMER 2#12&1112G -1/2"C. 20 1 1.8 2.0 0.2 20 1 1 2#12&1#12G -1/2"C. EXTERIOR LTG. CONTROLS SPACE -- TOTALS: 16.5 17.6 18.5 52.6 KVA * PROVIDE HACR TYPE CIRCUIT BREAKER. * * PROVIDE LOCK -OFF DEVICE WITH PROVISIONS FOR PAD -LOCK. * * * PROVIDE GFCI TYPE CIRCUIT BREAKER. "P1 PANEL P " 120/208V/30/4W FLUSH MTD. 400A 3P M.B. AT BOTTOM PANEL ( ) VOLTAGE GND. BUS, 22 MAX WIDTH, 65,000 AIC MAINS / RATED AS SERVICE ENTRANCE EQUIPMENT WITH FEED-THRU LUGS AT TOP CKT. NO. ITEM N0. LOAD DESCRIPTION: BRANCH CIRCUIT CKT. BKR. CKT. KVA TOTAL KVA CKT. KVA CKT. BKR. BRANCH CIRCUIT LOAD DESCRIPTION: ITEM NO. CKT. NO. TRIP POLES OA OB oc TRIP POLES 1 2 COFFEE MAKER 2#12&1112G -1/2"C. 20 2 1.6 3.6 3.6 2.0 20 1 2112&1#12G -1/2"C. HAND DRYER (WOMEN'S) 92 2 3 -- AND CONTROL CONDUITS SO AS NOT WIRING THE INDICATED 1/2"C. TO --- - - 1.6 2.0 20 1 2112&1#12G -1/2"C. HAND DRYER (MEN'S) 91 4 5 2 COFFEE MAKER 2112&1112G -1/2"C. 20 2 1.6 (/) 2.6 1.0 1.0 20 *15 1 1 2#12&1#12G -1/2"C. 2112&1#12G -1/2"C. 20A TEST RECEPT 15A TEST RECEPT. -- -- 6 8 7 -- FAN "B" � c m 6 6 r0,0- t a� c 3 --- - - 1.6 2.6 4.0 9 20 BOOSTER HEATER 3#6&1#10G-3/4" C. 50 3 4.0 -- - - --- SPACE -- 10 11 -- >°god •O C NN c_-'c�(000 .3 x� C --- - - 4.0 7 V 4.5 0.5 2.5 20 3* 1 3 2#12&1112G -1/2"C. 3#8&1#10G -3/4"C. MECH. RM. RECEPT./ CIRCULATING PUMP RTU "B" -- 12 14 13 -- --- - - 4.0 6.5 4.8 15 -- RTU "A" 3#10&1#10G -3/4"C. 3* 3 2.3 2.5 - - --- E_ -- 16 17 -_ --- - - 2.3 4.8 2.5 1.8 - 2* - 3 --- 3j10&1#1OG-3/4"C RTU "D" -- -- 18 20 19 -- --- - - 2.3 4.1 1 L4.1 21 -- RTU "C" (STD. 4 -TON TGA) 3#10&1#10G -3/4"C. 3* 3 2.3 1.8 - - --- -- 22 23 -- --- - - 2.3 4.1 1.8 1.8 - 20 - 1 --- 2112&1#12G -1/2"C. SHOW WINDOW RECEPTACLE -- -- 24 26 25-- --- - - 2.3 4.1 0.8 27 __ COOLER // /FREEZER, 2#12&1#12G -1/2"C. 20 1 0.8 -- - 1 --- SPACE -- 28 29 -- ROOF RECEPTACLES 2#12&1#12G -1/2"C. 20 1 0.6 0.6 -- -- - - 1 1 --- --- SPACE SPACE -- -- 30 32 31 __ FREEZER COND. UNIT & EVAPORATOR 2#10&1#10G -1/2"C. 25 2 1.4 1.4 1.4 33 -- --- - - 1.4 -- - 1 --- SPACE -- 34 35 -- COOLER RATORND. UNIT & EVAP37 2#12&1112G -1/2"C. 1�5 2 1.1 1.1 -- -- - - 1 1 --- --- SPACE SPACE -- -- 36 38 -_ --- - - 1.1 1.1 -- 39 -- WAFFLE TIMER 2112&1#12G -1/2"C. 20 1 1.8 -- - 1 --- SPACE -- 40 41 -- CCN ** --- 20 1 0.5 0.5 -- - 1 --- SPACE -- 42 TOTAL FROM PANEL "P1" TOTAL: 23.4 118.7 18.2 112.9 KVA (307.5A MAX/0) 39.9 136.3 136.7 * PROVIDE HACR TYPE CIRCUIT BREAKER. * * PROVIDE LOCK -OFF DEVICE WITH PROVISIONS FOR PAD -LOCK. *** PROVIDE GFCI TYPE CIRCUIT BREAKER. PHOTOCELL #1 (SPECIAL FAST RESPONSE, FURNISHED BY OWNER) ON ROOF. TO HIGH RISE SIGN VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. CKTS. P2-29 AND P2-31 THRU CONTACTOR C1 AND CKT. P2-39 FOR GFI CONV. 4#12 & 1#12G. 3/4"C. OUTLET AT BASE OF SIGN. MOUNT OWNER FURNISHED DISCONNECT TO LOT LIGHTS AND "LO -PRO" SWITCH (30A,3P, NF/RT) ON HIGH LTG VERIFY EXACT LOCATION RISE SIGN POLE, 8'-0- ABOVE GRADE. PRIOR TO ROUGH -IN. CKTS. P2-34, P2-38 AND P2-35 THRU CONTACTOR C2 2#12 (P2-34), 2#12 (P2-38) & 1#12G. 3/4"C. 2#12 & 1#12G. 3/4"C. (P2-41) NOTE: FOR 120V. EXTERIOR SIGN BRANCH CIRCUITS OVER 135' IN LENGTH AND 208V. SITE LIGHTING BRANCH CIRCUITS OVER 255' IN LENGTH. CONTACT WAFFLE HOUSE CONSTRUCTION REP. FOR NECESSARY LARGER WIRE SIZE TO INSTALL. OUTDOOR WIRING DETAIL SCALE: NONE TO P2-42 H N LOAD ANAL" LOAD DESCRIPTION LIGHTING - INTERIOR LIGHTING - EXTERIOR RECEPTACLES KITCHEN EQUIPMENT ROOFTOP UNITS 10 MOTORS MISCELLANEOUS LARGEST MOTOR TOTALS CALCULATED SERVICE DEN CURRENT(I) = 96.6KVA / PANELBOARD NOTES: 1. PANEL 'P1' MAIN BREAKER SHALL BE RATED FOR 65,000 AIC. 2. PANEL 'P2' AND PANEL 'P1' SHALL BE SERIES RATED TOGETHER FOR 65,000 AIC. 3. PRIOR TO STARTING PROJECT, THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE LOCAL ELECTRIC UTILITY COMPANY THE ANTICIPATED MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT ON SECONDARY OF UTILITY PROVIDED TRANSFORMER. IF AVAILABLE SHORT CIRCUIT CURRENT EXCEEDS 65,000 AMPS, CONTACT WAFFLE HOUSE PROJECT MANAGER IMMEDIATELY. GENERAL DRAWING NOTES - CONTRACTOR SHALL CONNECT A MAXIMUM OF 1500 WATTS OF LIGHT TO ANY 20 AMP CIRCUIT - MAXIMUM OF 120' FOR #12 CU FEEDER - MAXIMUM OF 200' FOR #10 CU FEEDER - MAXIMUM OF 350' FOR #8 CU FEEDER 1/2" CONDUIT FROM MIN. 6 FROM HVAC RETURN GRILLES (TYP OF 4) O O MIN. 6" CONDUIT TO TERMINATE 6" ABOVE CEILING. PROVIDE O EXTRA CABLING AS NEEDED TO MAKE FINAL CONNECTION (TYP OF 4) RTU CONTROL BOX IN CEILING SPACE BELOW (LOW VOLTAGE WIRING BY OTHERS) - JNT PE CELLS DIRECTLY ABOVE PANEL -P2, 3'-0" OVE ROOF ON CONDUIT STEM. EYE SHOULD FACE NORTH OR AWAY FROM ANY ARTIFICIAL LIGHT SOURCE WHICH WOULD AFFECT OPERATION. I PE#2 MAKE FINAL CONNECTION (VIA SEAL-TITE FLEX) TO BUILT-IN DISCONNECT SWITCH/SPEED CONTROLLER IN EXHAUST FAN "A". COORDINATE LOCATION OF FAN WITH THE HVAC CONTRACTOR PRIOR TO INSTALLATION 1/2" C. DN. TO 4"x2" FLUSH MOUNTED BOX CENTERED ABOVE COMMISSARY DOORWAY, INSIDE COMMISSARY, FOR THERMOSTAT. (CONTROL WIRING BY OTHERS) WALK-IN FREEZER PRESSOR/CONDENSING WALK-IN COOLS UNIT 9.0 FLA, 208V,1sa COMPRESSOR/CONDE ING UNI FLA (ON WALK-IN ROOF) 208V,1 0 (ON WALK -11 Roo; 00 2.0 FLA 9.0 FLA, 208V, 1 PH. 208V, 1 PH. EVA OR OR. (V IF` EVAPORATOR. (VERIFY \1A1 LOCATION) EVAPORATOR IN WALK-IN LOCA ON IGID STEEL COOFONDUIT N R 3/4"C. DOWN P1-31,35 CONDUITS INDICATED THUS SHALL IN WALL TO BE RUN THRU CEILING SPACE THERMOSTATS riu, BELOW. SUCH CONDUITS SHALL Dr- RUN ERUN THRU THE WEBBING OF BARL-ij JOISTS. COORDINATE WITH HVAC I RTU -"D" -35 CONTRACTOR TO AVOID CONFLICTS SEAL-TITE FLEX WITH DUCTWORK, ETC. KI P1-31 r� 1 PANEL 12" bo r\- P1-29*� GFI/W5t, PANEL "P1 " / / \ 1/2-C7-\/ /2 C7 -\/I , L 60/3/NF/RT REFER TO \ , FACTORY INSTALLED-,, Fr DETAIL 5/E3 \ / P1-20,22,24 1/2"C. \ MOUNT J -BOXES / / \ \ IN CEILING SPACE BELOW DOWN TO JUNCTION BOX 1 ` » FOR KITCHEN ITEM #52, SEE MWP AN "A" \ 1/2 C I \ SHEET E-2 FOR DETAILS. \ 1/2- CONDUIT FROM SENSOR_ TO HANDY BOX �.0 S „ 1/2"C. \ _ _ _ 7 .J FACTORY INSTALLED / \ \ FACTORY INSTALLED FACTORY INSTALLED 60/3/NF/RT 60/3/NF RT \ WP 60/3/NF RT / P1-141618WP - P1 15,1*'�_7 7,1 1 21,23,25 / l 1/2"C., ��� �P .•�\CENSE••. tiF` �•: * NO. PE00064138 p STATE OF '70; 11/30/17 / Y RTU E 0 \ RTU _„B" 1/2"C. \1/2" CONDUIT FROM C L m -0a=. 1/2" CONDUIT FROM SENSOR \ \ 0_4w) O TO HANDY BOX Q \ `�0 S _j ::D O UL _c X L 0 NOTE TYPICAL FOR RTU "A" "B" & NOTE: PROV E "HANDY BOX" ON RETURN AIR DUCT NEAR O C�cL� U (EACH RTU) MOUNT DISCONNECT SWITCH ES,(FURNISHED BY OWNER) RETURN AI GRILLS FOR PULLING SENSOR &CONTROL 0 O;'' �+o O N ECT TOa Oof QQO °-' ° 'o ci AND CONTROL CONDUITS SO AS NOT WIRING THE INDICATED 1/2"C. TO THE RTU. �Orca�� LIGHTING TO INTERFERE WITH CIRCUIT •M v)Ld ao i P2-3 car 3 y N +, I O L m X0,00 (/) \ w Of L o f (a O � O N Z N8 O �O C t'02.2.- EXHAUST EXHAU T FAN "B" � c m 6 6 r0,0- t a� c 3 1 /50H 20V, 10 O W o h o c a 3 BY: JAK in rroc v.� 00 00� DRAWN BY: >°god •O C NN c_-'c�(000 .3 x� C MRL m a rn °i 7 V -(j cc v -0 0 Lvw c C Q o ID m 0 C +• U) r� V oof H 3Q C17216 JOB NO: 1 SHEET / Y RTU RTU -"A» 1/2"C. -1S �- / \ RTU _„B" 1/2"C. \1/2" CONDUIT FROM -„C» SENSOR 1/2" CONDUIT FROM SENSOR \ \ TO "HANDY BOX" TO HANDY BOX Q \ `�0 S _j ::D LLJ J NOTE TYPICAL FOR RTU "A" "B" & NOTE: PROV E "HANDY BOX" ON RETURN AIR DUCT NEAR O U (EACH RTU) MOUNT DISCONNECT SWITCH ES,(FURNISHED BY OWNER) RETURN AI GRILLS FOR PULLING SENSOR &CONTROL >_ 0 Oof QQO AND ROUTE POWER AND CONTROL CONDUITS SO AS NOT WIRING THE INDICATED 1/2"C. TO THE RTU. a_ TO INTERFERE WITH MAINTENANCE OF AND ACCESS ROOF PLAN SCALE: 1 /4"=1'-0" HVAC CONTROL WIRING CONDUIT DETAIL SCALE: NONE PHOTOCELL #2 TORK #2100 (2000 WATT), OR EQUAL, (FURNISHED BY OWNER) ON ROOF. TO ROAD SIGN (HIGH RISE SIGN) LIGHTING CONTACTOR (Cl) I I LIGHTING CONTACTOR (C2) P2-29 P2-31 SPST TOGGLE SWITCH TO "LO -PRO" WITH PILOT LIGHT TO LOT TO LOT FIXTURE & BACK LIGHTS LIGHTS DOOR LIGHT P2-34 P2-38 P.E. CELL OVERRIDE DETAIL SCALE: NONE SPST TOGGLE SWITCHES (2) WITH PILOT LIGHT AND OWNER FURNISHED ENGRAVED NAMEPLATES(2) SEE CONTACTOR NOTES AND DETAIL THIS SHEET. /_ PHOTOCELLS 1 & 2 2 RUNS OF 4 #3/0 COPPER THWN & #3 GRD IN 2" CONDUIT OR SINGLE RUN OF 4- 500 KCM COPPER IN 3 1/2- CONDUIT -7 PANEL II PANEL 'P2' 'P1' 2 RUNS OF 4- #3/0 COPPER THWN & #3 GRD IN 2" CONDUIT OR SINGLE RUN OF 4- 500 KCM COPPER IN 3 1/2- CONDUIT FLOOR 1 #1/0 G., 3/4"C. TO STREET SIDE OF WATER SERVICE MAIN VALVE. AND TO THE SUPPLEMENTAL GROUNDING ELECTRODE. SEE GROUNDING NOTES. RISER DIAGRAM Et 3 SCALE: NONE - ELECTRICAL CONTACTORS C1 & C2 W/ ENCLOSURES MOUNTED IN CEILING CAVITY ABOVE PANELBOARDS. SEE DETAIL THIS SHEET 4 HOLE WEATHERHEAD (SIZE AS REQUIRED) VERIFY LOCATION WITH SITE PLAN, GENERAL CONTRACTOR AND UTILITY COMPANY PRIOR TO INSTALLATION. OVERHEAD SERVICE / BY UTILITY CO. `- LEAVE 6' SLACK CABLE FOR FINAL CONNECTION BY UTILITY COMPANY 4-500 KCM, 3 1/2"C. SECURELY MOUNTED TO EXTERIOR WALL. ALL METALLIC CONDUIT THAT MAY BE ENERGIZED SHALL BE PROPERLY BONDED AND GROUNDED PER N.E.C. ARTICLE 250. 1 U. FOR METER WIRING TO CT'S IN CABINET CT ® METER & CT CABINET MOUNTED 5'-0" ABOVE FINISHED GRADE ON EXTERIOR WALL. 400A MAIN DISCONNECT NEMA 3R UTILITY COMPANY PAD i MOUNTED TRANSFORMER GRADE SINGLE RUN OF 4-750 KCMIL-ALUM OR TWO RUNS OF #4/0 ALUM IN 4" CONDUIT * DENOTES ALTERNATE FOR UNDERGROUND ELECTRIC SERVICE WHERE REQUIRED. VERIFY REQUIREMENTS FOR METERING AND INSTALLATION AND WHAT MATERIALS ARE TO BE CONTRACTOR FURNISHED PRIOR TO SUBMITTING BID. * * 1 #2/0 G., 3/4"C. TO STREET SIDE OF WATER SERVICE MAIN VALVE. AND TO THE SUPPLEMENTAL GROUNDING ELECTRODE. SEE GROUNDING NOTES. TO HVAC EQUIPMENT, COORDINATE WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. ROOF PLAN NOTES 1. COORDINATE DIMENSIONS ROUTING, LOCATIONS, ETC. WITH OTHER TRADES PRIOR TO ROUGH -IN. 2. NO CONDUIT SHALL BE RUN THRU ROOF DUCTWORK OPENINGS, COORDINATE WITH SHEETS M-1 & M-2. NOTE COORDINATE ALL CONDUITS IN CEILING CAVITY WITH HVAC CONTRACTOR TO AVOID CONFLICTS WITH DUCTWORK, ETC. LIGHTING CONTACTOR NOTES Ul UUNIAUIUK. (UWNLK I-UKNISHEU) SHALL BE ELECTRICALLY OPERATED, ELECTRICALLY HELD, 30A, 4P, 120V. COIL IN NEMA I ENCLOSURE MOUNTED IN AN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING ABOVE PANELBOARDS AND SHALL BE CONTROLLED BY PHOTOCELL #1 WITH AN OVERRIDE SPST TOGGLE SWITCH WITH PILOT LIGHT. INSTALL OWNER FURNISHED ENGRAVED NAME PLATE "HIGH RISE SIGN" BESIDE TOGGLE SWITCH OVER PANELBOARDS. C2 CONTACTOR. (OWNER FURNISHED) SHALL BE ELECTRICALLY OPERATED, ELECTRICALLY HELD, 30A, 8P, 120V, COIL IN NEMA 1 ENCLOSURE MOUNTED IN AN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING ABOVE PANELBOARDS AND SHALL BE CONTROLLED BY PHOTOCELL #2 WITH AN OVERRIDE SPST TOGGLE SWITCH WITH PILOT LIGHT. INSTALL OWNER FURNISHED ENGRAVED NAME PLATE "OUTSIDE LIGHTS" BESIDE TOGGLE SWITCH. NOTE: EXTEND CIRCUITS 35 AND 37 TO ROAD SIGN POLE - 30A/2P/NF/RT LOCKABLE DISCONNECT SWITCH 8'-0"ABOVE GRADE ON HIGH-RISE SIGN. ALSO PROVIDE 120V. WP GFI RECEPTACLE 12" ABOVE GRADE ON POLE. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. GROUNDING NOTES: 1 • PER N.E.C. 250.52(A)(1), METAL PIPED WATER SERVICE LINE SHALL ALWAYS BE USED AS THE GROUNDING ELECTRODE. WHERE LOCAL CODE AUTHORITIES OR OTHER CONDITIONS (SUCH AS THE USE OF NON-METALLIC WATER SERVICE) REQUIRE ANOTHER TYPE OF ELECTRODE OR ADDITIONAL ELECTRODES, THE ADDITIONAL ELECTRODES SHALL BE ACCORDING TO N.E.C. 250.52(A)(2) THRU (A)(7). 2. WHERE THE METAL UNDERGROUND WATER PIPING IS USED AS THE GROUNDING ELECTRODE (AS DESCRIBED IN N.E.C. 250.52(A)(1)), A SUPPLEMENTAL GROUNDING ELECTRODE SHALL BE PROVIDED AS REQUIRED BY N.E.C. 250.53(D)(2). SUCH ELECTRODE SHALL BE A TYPE AS DESCRIBED IN N.E.C. 250.52(A)(2) THRU (A)(7). 3. PER N.E.C. 250.50, ALL GROUNDING ELECTRODES INSTALLED PER NOTE 1 SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. PROVIDE A BONDING JUMPER FROM COLD WATER PIPE UPSTREAM OF MAIN SHUT-OFF VALVE, ACROSS VALVE, TO HOT WATER PIPE DOWNSTREAM OF HEATER, ACROSS PRESSURE REDUCING VALVE AND BACKFLOW-PREVENTER, TO SUPPLEMENTAL ELECTRODE AND TO WATER SERVICE EQUIPMENT PER N.E.C. 250.104(A) & (B). 4. BOND THE GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING STRUCTURAL STEEL PER N.E.C. 250.104(C). 5. INSTALLATION OF THE GROUNDING ELECTRODE SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE PARAGRAPHS OF N.E.C. 250.53. 6. SUPPLEMENTAL ELECTRODE AND WIRING SHALL BE ACCESSIBLE AND NOT SUBJECT TO DAMAGE. 3 a O 00 LM W o � WLo �o u V 00 Q.W QLL z 0) V Q N LL W�o �o v W) LLJ v 0 z0 J Ti aQ co V 0) W Q Y � m p I Y Q _j ::D LLJ J cy W -� O U = \Q >_ 0 Oof QQO Of I]f J LLJ a_ :2 J v)Ld ao i WV- Y ^ z I O O V z (/) \ w Of Z (a O � U O (n (o cy O CHECKED BY: JAK DRAWN BY: U MRL Q r� V ELECTRICAL JOB NO: 1 SHEET 30233 E_ 3 DATE: OF _27_ 11/30/17 SHEETS DIVISION 16 ELECTRICAL 16010 GENERAL PROVISIONS 16012 CODES AND STANDARDS 16020 ELECTRICAL SYSTEMS SCHEDULE 16030 TESTS 16100 BASIC METHODS AND MATERIALS 16110 RACEWAYS 16120 CONDUCTORS 16130 OUTLET BOXES AND DEVICES 16134 PANELBOARDS AND MAIN DISTRIBUTION 16150 MOTOR AND MOTOR CONTROLS 16190 SUPPORTING DEVICES 16450 GROUNDING 16480 FEEDER CIRCUITS 16485 BRANCH CIRCUITS 16500 LIGHTING - INTERIOR 16600 SPECIAL SYSTEMS - COMPUTER (P.O.S. SYSTEM) 16700 SOUND SYSTEMS 16740 TELEPHONE 16900 CONTROLS AND INSTRUMENTATION DIVISION 16 ELECTRICAL 16010 GENERAL PROVISIONS .01 SEE DRAWINGS FOR A LISTING OF OWNER FURNISHED ITEMS. EXCEPT WHERE PORTIONS OF THESE SPECIFICATIONS ARE MORE EXACTING, WORK OF THIS DIVISION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE GENERAL SCOPE OF WORK. BEFORE SUBMITTING PROPOSAL, EXAMINE ALL DRAWINGS RELATING TO THIS WORK, VERIFY ALL GOVERNING CONDITIONS AT THE SITE, DETERMINE EXACT EXTENT OF WORK REQUIRED FOR THE LOCAL UTILITY COMPANIES; BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO WORK OF OTHER TRADES. NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDINGS OF THE MATERIALS REQUIRED TO BE FURNISHED AND/OR INSTALLED, OR WORK TO BE PERFORMED. IT SHALL BE UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL CONDITIONS REFERRED TO HEREIN OR INDICATED ON THE DRAWINGS. .02 REVIEW THE DRAWINGS AND SPECIFICATIONS OF ALL TRADES, PARTICULARLY THOSE SECTIONS DESCRIBING ELECTRICALLY OPERATED EQUIPMENT, AND BECOME FAMILIAR WITH THE WORK REQUIRED THEREBY. AT THE CONCLUSION OF THE WORK, BE RESPONSIBLE FOR THE PROPER WIRING AND FUNCTIONING OF ALL ELECTRICALLY OPERATED EQUIPMENT FURNISHED AND/OR INSTALLED UNDER THIS CONTRACT. .03 NO EXTRA COMPENSATION WILL BE PAID FOR CONDITIONS EXISTING BEFORE THE CONTRACT IS SIGNED. THIS INCLUDES BOTH EXISTING SITE CONDITIONS AND ARCHITECTURAL CONDITIONS OF THE NEW BUILDING. .04 THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR HIS WORK UNDER THE CONTRACT, AND SHALL PAY ALL EXPENSES IN CONNECTION THEREWITH. HE SHALL BE RESPONSIBLE FOR ALL NOTICE TO THE INSTALLATION AUTHORITIES AND TO THE ARCHITECT/ENGINEER SO THAT THE WORK MAY BE INSPECTED BEFORE COVERING. THE CONTRACTOR SHALL FURNISH OWNER WITH CERTIFICATES OF INSPECTION. .05 NO DEVIATION FROM DRAWINGS AND/OR SPECIFICATIONS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE OWNER OR ARCHITECT/ENGINEER. .06 ALL PERMIT FEES, TEMPORARY SERVICE, INSPECTION FEES AND OTHER REQUIREMENTS SHALL BE PAID AND COMPLETED BY THE ELECTRICAL CONTRACTOR. EVIDENCE OF COMPLETION SHALL BE APPARENT PRIOR TO FINAL ACCEPTANCE OF WORK. ALL CERTIFICATES SHALL BE FORWARDED TO WAFFLE HOUSE CORPORATION. .07 THE WORK OF THIS CONTRACTOR SHALL CONSIST OF FURNISHING EVERYTHING NECESSARY FOR A COMPLETE OPERATING ELECTRICAL SYSTEM, IN STRICT ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. IT INCLUDES ALL SUCH WORK WHETHER LISTED UNDER THIS OR ANY OTHER DOCUMENT WHICH FORMS A PART OF THE SPECIFICATION AND CONTRACT. HIS WORK, IN THE MAIN, SHALL INCLUDE, BUT IS NOT RESTRICTED TO, THE FOLLOWING ITEMS. A. PROVIDE A TEMPORARY SERVICE FOR THE USE OF ALL TRADES DURING CONSTRUCTION, AS REQUIRED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PAY UTILITY USE COSTS UP TO TIME OF OCCUPANCY BY WAFFLE HOUSE. B. PROVIDE A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM FOR LIGHT AND POWER, FROM POINT OF SERVICE THROUGH DISTRIBUTION SYSTEM TO PANELS, AND TO ALL OUTLETS, EQUIPMENT AND DEVICES AS INDICATED ON THE DRAWINGS. C. PROVIDE ELECTRICAL CONNECTIONS FOR EQUIPMENT OF OTHER TRADES. D. CONNECTION OF ALL MOTORS, STARTERS, CONTROLS, PILOT DEVICES OR DISCONNECTS, WHETHER FURNISHED BY THIS CONTRACTOR, THE OWNER, OTHER SUBCONTRACTOR(S) OR OTHER PARTIES, SUCH AS EQUIPMENT SUPPLIERS. E. ALL ELECTRICAL WORK INCIDENTAL TO OTHER TRADES FOR A COMPLETE WORKING INSTALLATION OF THEIR ELECTRICALLY DRIVEN EQUIPMENT (EXCEPT HVAC CONTROL WIRING). NOTE: HVAC CONTROL CONDUIT SHALL BE INSTALLED AS SHOWN UNDER THIS CONTRACT. F. FURNISHING AND INSTALLING ALL CONDUCTORS AND RACEWAYS FOR ELECTRICAL EQUIPMENT. G. INSTALLATION OF ALL OWNER FURNISHED FLOODLIGHTS, FLOODLIGHT POLES AND LIGHTING FIXTURES, AS SCHEDULED ON THE DRAWINGS AND IN ACCORDANCE WITH ARCHITECTURAL D ETAI LS. H. CONNECTION OF ALL AIR CONDITIONING, HEATING, PUMPING, VENTILATION UNITS AND EXHAUST FANS AS SPECIFICALLY CALLED FOR ON THE DRAWINGS AND SPECIFIED HEREIN. I. TEMPORARY AND EMERGENCY WIRING AS REQUIRED. J. INSTALLATION AND WIRING OF ALL OWNER FURNISHED PANELBOARDS AS INDICATED ON THE DRAWINGS. K. FURNISH AND INSTALL TRANSFORMERS FOR ALL EQUIPMENT WHETHER FURNISHED BY THIS CONTRACTOR, THE OWNER, OR OTHER PARTIES, WHERE SUCH EQUIPMENT HAS A VOLTAGE RATING UNSUITABLE FOR THE SYSTEM IN WHICH APPLIED. L. MANUALS AND CHARTS: FURNISH TO THE OWNER A COMPLETE SET OF ALL OPERATING INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, LITERATURE AND INFORMATION PERTAINING TO ALL ELECTRICAL EQUIPMENT. 16012 CODES AND STANDARDS .01 THE WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. NOTHING CONTAINED IN THESE SPECIFICATIONS OR DRAWINGS SHALL BE SO CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL, STATE, UTILITY COMPANY AND NATIONAL BOARD OF FIRE UNDERWRITERS REGULATIONS GOVERNING THE INSTALLATION OF THE WORK SPECIFIED HEREIN. ALL SUCH LAWS, ORDINANCES, AND REGULATIONS, WHERE THEY APPLY TO THIS WORK, ARE HEREBY INCORPORATED INTO, AND MADE A PART OF, THESE SPECIFICATIONS. ALL SUCH REQUIREMENTS SHALL BE SATISFIED AT NO ADDITIONAL EXPENSE TO THE OWNER. 16020 ELECTRICAL SYSTEMS SCHEDULE .01 REFER TO THE DRAWINGS FOR WIRING DIAGRAMS, PANELBOARD SCHEDULES, RISER DIAGRAM, EQUIPMENT SCHEDULE, ELECTRICAL SYSTEMS REQUIREMENTS, ETC. 16030 TESTS .01 PROVIDE ALL NECESSARY INSTRUMENTS AND SPECIAL APPARATUS TO CONDUCT ANY TEST THAT MAY BE REQUIRED TO INSURE THE SYSTEM IS FREE OF ALL IMPROPER GROUNDS AND SHORT CIRCUITS AND THAT ALL FEEDERS ARE PROPERLY BALANCED. THE SYSTEM INSTALLED SHALL BE CHECKED FOR QUALITY, CAPACITY, AND COMPLETENESS TO CONFORM WITH THE FULL REQUIREMENTS AND INTENT OF THE DRAWINGS AND SPECIFICATIONS. 16100 BASIC METHODS AND MATERIALS .01 ELECTRICAL MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES FOR WHICH THERE ARE UNDERWRITERS LABORATORIES STANDARD REQUIREMENTS SHALL HAVE LABELS ATTACHED TO INDICATE COMPLIANCE WITH THOSE REQUIREMENTS. WHERE MATERIALS DO NOT BEAR SUCH A LABEL, CERTIFICATE OF COMPLIANCE SHALL BE FURNISHED. .02 ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY, FREE OF DEFECTS. 16110 RACEWAYS .01 ALL CONDUCTORS SHALL BE CONTAINED IN RACEWAYS. .02 ALL CONDUIT RACEWAYS BELOW FLOOR SLAB AND RUN BELOW EXTERIOR FINISHED GRADE SHALL BE P.V.C. UNLESS OTHERWISE NOTED. RIGID GALVANIZED CONDUIT IF RUN BELOW SLAB OR FINISHED EXTERIOR GRADE SHALL BE PAINTED WITH TWO (2) COATS OF BITUMASTIC PAINT. THIS PAINTING SHALL BE APPLIED TO CONDUIT UP TO A POINT 2" ABOVE FLOOR SLAB. CONDUITS RUN BELOW FLOOR SLAB SHALL HAVE A MINIMUM COVER OF 12" AND THOSE RUN BELOW EXTERIOR FINISHED GRADE SHALL HAVE A MINIMUM COVER OF 24" IN NON -VEHICLE TRAFFIC AREAS AND 30" IN VEHICLE TRAFFIC AREAS. INSTALLATION OF P.V.C. CONDUIT IN TRENCHES SHALL BE BACK FILLED WITH FINE BACK FILL (NO ROCKS LARGER THAN 1/4" DIAMETER). CONTRACTOR SHALL FILL EXTERIOR TRENCHES TO WITHIN 6" OF TOP (FINISHED GRADE), THEN LAY A YELLOW RIBBON TAPE (USED IN INDUSTRY FOR THIS PURPOSE) ALONG TRENCH, THEN FINISH BACKFILL. .03 RIGID CONDUIT SHALL BE HOT -DIPPED GALVANIZED, INCLUDING THREADS. P.V.C. SHALL BE SCHEDULE 40. .04 FLEXIBLE METALLIC CONDUIT (GREENFIELD) SHALL BE USED FOR ALL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT, BUT IN LENGTHS NOT TO EXCEED LAST 18" OF RUN UNLESS NOTED OTHERWISE. P.V.C. JACKETED FLEXIBLE METAL CONDUIT SHALL BE USED IN ALL EXPOSED LOCATIONS. .05 ELECTRICAL METALLIC TUBING (EMT) MAY BE USED FOR ALL PURPOSES EXCEPT AS INDICATED ABOVE. ALL FITTINGS (COUPLINGS AND CONNECTORS) SHALL BE STEEL, COMPRESSION RING TYPE .06 ALL RACEWAYS SHALL BE RUN CONCEALED IN FINISHED AREAS UNLESS NOTED. .07 WHERE EXPOSED RACEWAYS ARE ALLOWED OR INDICATED, THEY SHALL PRESENT A NEAT APPEARANCE, AND ALL RUNS BOTH EXPOSED AND CONCEALED SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING LINES AND TO EACH OTHER WITHOUT INTERFERENCE WITH OTHER TRADES OR EQUIPMENT. SUPPORTS TO BE ONE (1) HOLE CAST STRAPS, KINDORF OR EQUAL SURFACE OR TRAPEZE HANGERS, SPLIT HANGERS WITH APPROPRIATE ROD HANGERS AND FITTINGS. PERFORATED STRAP IRON SHALL NOT BE USED. .08 ALL RACEWAYS SHALL LIE FLAT TO RUNNING SURFACES AND SHALL BE OFFSET WHERE ENTERING BOXES, ETC. .09 DURING CONSTRUCTION, ALL OPEN ENDS OF CONDUIT SHALL BE KEPT PLUGGED OR CAPPED. USE T&B 1470 SERIES PLUGS. .10 CONDUITS EXTENDED BEYOND THE BUILDING ENVELOPE (CONDITIONED AREA) SHALL BE SEALED TO PREVENT THE ENTRY OF MOISTURE, WATER VAPOR, DUST, INSECTS, ETC.. 16120 CONDUCTORS .01 ALL CONDUCTORS SHALL BE MINIMUM 98 % CONDUCTIVITY COPPER. .02 ALL WIRE AND CABLE SHALL HAVE INSULATION TYPE AS LISTED BELOW. .03 ALL BRANCH CIRCUIT AND FEEDER WIRING SHALL BE COLOR CODED THROUGHOUT, AS FOLLOWS: PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND : GREEN .04 NO WIRE SMALLER THAN 012 SHALL BE USED EXCEPT FOR CONTROL WIRING. .05 BRANCH CIRCUIT RUNS LONGER THAN 100 FEET FROM PANEL TO FIRST OUTLET SHALL BE RUN WITH MINIMUM #10 WIRE. .06 ALL INSULATION SHALL BE RATED FOR 600V UNLESS OTHERWISE NOTED. .07 PARTICULAR CARE SHALL BE EXERCISED IN THE JOINING OF THE BRANCH CIRCUIT COMMON NEUTRALS. .08 CONDUCTOR TYPES: A. COMBINATION TYPE "THHN/THWN" OR THW FOR GENERAL USE. B. BRANCH CIRCUIT WIRE MAY BE RUN IN THE CHANNELS OF FLUORESCENT FIXTURES. C. ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT. .09 CONDUCTOR INSTALLATION SIZES: A. SIZES SHOWN ON DRAWINGS ARE MINIMUM AND SHALL NOT BE DECREASED UNDER ANY CIRCUMSTANCES. B. CHANGES IN EQUIPMENT FURNISHED BY OTHERS MAY REQUIRE CHANGES IN CONDUCTOR SIZES; IN SUCH CASE, THE CONTRACTOR SHALL NOTIFY THE WAFFLE HOUSE REP.. C. BRANCH CIRCUITS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. CONDUCTOR SIZES SHALL BE AS NOTED IN THE EQUIPMENT SCHEDULES AND/OR PANEL LISTINGS. .10 CONDUCTORS INSTALLATION -JOINTS: A. JOINTS: BRANCH CIRCUIT SPLICES SHALL UTILIZE WIRE NUTS BY "SCOTCH LOK", OR EQUAL. B. SPLICES AND TAPS SHALL BE MADE IN ACCESSIBLE BOXES, PANELBOARDS, FITTINGS, GUTTERS, TERMINAL PANELS, ETC. ONLY MATERIALS SHALL BE USED THAT ARE COMPATIBLE WITH THE CONDUCTORS, INSULATIONS AND PROTECTIVE JACKETS ON THE CABLES AND WIRES. C. FOR BRANCH CIRCUIT AND FIXTURE WIRE SPLICES USE T&B SERIES PT -1, OR APPROVED EQUAL TWIST -ON CONNECTOR. D. SPLICES AND JOINTS SHALL BE INSULATED WITH MATERIALS APPROVED FOR THE PARTICULAR USE, LOCATION, VOLTAGE, AND TEMPERATURE. INSULATION SHALL BE NOT LESS THAN THAT OF THE CONDUCTORS BEING JOINED. .11 CONDUCTORS INSTALLATION -METHODS: A. NO CONDUCTORS SHALL BE INSTALLED UNTIL ALL ROUGH WORK BY OTHER TRADES IS IN PLACE AND ROOF DECKS ARE IN PLACE. B. AT EACH OUTLET, A LOOP OF WIRE NOT LESS THAN 8 INCHES IN LENGTH SHALL BE LEFT FOR CONNECTION TO FIXTURES AND/OR OTHER DEVICES. C. ALL CONDUCTORS SHALL BE CONTAINED IN RACEWAYS. D. ALL RACEWAYS SHALL BE THOROUGHLY SWABBED OUT TO REMOVE MOISTURE BEFORE WIRE OR CABLES ARE DRAWN INTO PLACE. .12 UNDER SLAB SERVICE: ELECTRICAL CONDUIT PASSING BELOW THE "DINING ROOM" TO THE EXTERIOR SHALL BE SPACED OR PLACED LOW ENOUGH IN THE CONCRETE FLOOR SLAB TO AVOID DAMAGE BY CORE DRILLING OR OTHER METHODS FOR SEATING INSTALLATION. SEE INTERIOR DESIGN DRAWINGS. .13 ALL P.V.C. CONDUITS SHALL CONTAIN ALL GREEN EQUIPMENT GROUND WIRE AS PER N.E.C. 16130 OUTLET BOXES AND DEVICES .01 ALL WIRING DEVICES SHALL BE FURNISHED IN ACCORDANCE WITH DRAWINGS. SWITCH AND RECEPTACLE PLATES SHALL BE STAINLESS STEEL. .02 OUTLET BOXES SHALL BE GALVANIZED STAMPED STEEL, FOUR (4) INCHES SQUARE, 1-1/2 INCHES DEEP, STEEL CITY #52151 FOR GENERAL USE. LARGER BOXES SHALL BE USED WHERE REQUIRED TO PREVENT UNDUE CROWDING OF WIRES, OR AS REQUIRED BY CODE. CONDUIT TYPE GANGABLE BOXES STEEL CITY "G" SHALL BE USED FOR MULTIPLE SWITCH ASSEMBLIES. SIZE AND DEPTH SHALL BE AS REQUIRED BY NATIONAL ELECTRIC CODE AND AS REQUIRED BY THE SPECIFIC DEVICES. BOX COVERS AND PLASTER RINGS SHALL BE USED WHERE REQUIRED TO INSURE ASSEMBLY FINISHING FLUSH WITH SURFACE AREA. A. FOR WIRING THAT IS RUN EXPOSED, CROUSE -HINDS FS BOXES WITH DS SERIES COVERS SHALL BE USED WHERE EXPOSED TO WEATHER. IN OTHER LOCATIONS, PROVIDE FOUR (4) INCH BOXES AND FINISH COVERS. B. SIZES SHOWN ABOVE ARE MINIMUM ONLY AND SHALL BE INCREASED WHERE NECESSARY DUE TO THE SIZE OF THE DEVICES TO BE CONTAINED. C. SYMBOLS ON DRAWINGS INDICATE APPROXIMATE LOCATIONS ONLY UNLESS EXACT LOCATIONS ARE SPECIFIED ON THE PLANS. VERIFY LOCATIONS WITH ARCHITECTURAL DETAILS AND KITCHEN PLANS. D. PROPERLY CENTER OUTLETS IN PANELING OR OTHER ARCHITECTURAL FEATURES AS INDICATED ON THE ARCHITECTURAL AND KITCHEN PLANS. E. PROVIDE A MINIMUM OF FOUR (4) INCHES CLEARANCE FROM TRIMS AND CORNERS WHEREVER POSSIBLE. F. MOUNT ALL BOXES SO THAT COVERS AND PLATES WILL MOUNT FLUSH WITH THE WALLS AND CEILING FINISHED PANELS. G. FURNISH AND INSTALL PLASTER RINGS WHERE REQUIRED. FURNISH SURFACE COVERS FOR EXPOSED WORK. H. FIXTURE HANGING SYSTEMS SHALL BE ALL METALLIC. I. DURING THE COURSE OF ROUGH CONSTRUCTION, FINISHING AND PLASTERING, CLOSE ALL OUTLETS WITH KRAFT PAPER, EXCELSIOR OR SLIP-ON BLANK METAL PLATES. THE USE OF NEWSPAPER IS NOT PERMISSIBLE FOR THIS PURPOSE. J. HEIGHTS OF OUTLETS: UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALL OUTLETS SHALL BE MOUNTED AT THE FOLLOWING HEIGHTS, MEASURED FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX: SWITCHES -48 INCHES; RECEPTACLES -18 INCHES; TELEPHONE OUTLETS -12 INCHES. THE DIMENSIONS GIVEN ABOVE ARE TO BE USED TO COVER THE USUAL INSTALLATION DETAILS OF THE OUTLETS INVOLVED. HOWEVER, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND EQUIPMENT DETAILS FOR THE EXACT LOCATION OF ALL OUTLETS BEFORE INSTALLATION OF SAME. MEASUREMENTS ON THE DRAWINGS, OWNER'S INSTRUCTIONS AND DETAIL MEASUREMENTS TAKE PRECEDENCE. K. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. L. PROVIDE GASKETS ON W.P. COVERS AND BLANK PLATES. 16134 PANELBOARDS AND MAIN DISTRIBUTION 01 PANEL CABINETS: A. CABINETS SHALL BE CONSTRUCTED OF ZINC COATED SHEET STEEL IN ACCORDANCE WITH UL AND NEMA STANDARDS FOR CABINETS, BOXES AND ASSEMBLY. B. A DIRECTORY HOLDER WITH PLASTIC COVER SHALL BE FURNISHED ON THE INSIDE OF EACH DOOR. PANEL DIRECTORIES SHALL BE TYPED. HOLDER AND FRAME SHALL BE OF SUITABLE SIZE TO PROPERLY LIST CIRCUIT DESIGNATIONS. PROVIDE FLUSH LOCK IN DOOR. DEAD FRONT PANEL COVERING BUS & CIRCUIT BREAKER ASSEMBLY SHALL BE ONE (1) PIECE. C. PANELS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. PANELBOARDS ARE OWNER FURNISHED. .02 PANEL BOARDS AND CIRCUIT BREAKERS: (OWNER FURNISHED) A. INDIVIDUAL CIRCUIT BREAKERS SHALL BE CALIBRATED AT THE FACTORY, SEALED TO PREVENT TAMPERING, AND SHALL BE OF SIZE AND FRAME AS INDICATED ON THE DRAWINGS. B. MULTI -POLED BREAKERS SHALL BE OF THE COMMON TRIP TYPE, SIZE AND FRAME AS INDICATED ON THE DRAWINGS. D. ACCESSORIES SHALL BE FURNISHED AS INDICATED. E. ALL BUSSES SHALL BE AS PER MANUFACTURER'S STANDARD. F. NEUTRAL BAR SHALL BE MOUNTED OPPOSITE THE MAIN LUGS AND SHALL HAVE NUMBERED TERMINALS FOR CONNECTION. G. PROVIDE GROUND BUS AS CALLED FOR ON DRAWINGS. 03 SAFETY SWITCHES: A. SAFETY SWITCHES SHALL BE TYPE HD, FUSIBLE OR NON -FUSIBLE AS INDICATED ON THE DRAWINGS, IN THE SIZES SHOWN. ENCLOSURES SHALL CONFORM TO LOCATION. (NEMA 1 INTERIOR, NEMA 3R EXTERIOR). B. ALL SWITCHES SHALL BE FURNISHED WITH THE NECESSARY NUMBER OF POLES. C. SWITCHES SHALL BE INSTALLED WHERE REQUIRED WHETHER SPECIFICALLY CALLED FOR OR INFERRED BY LOCATION. D. WEATHERPROOF SAFETY SWITCHES MAY BE NEMA 3R EXTERIOR. E. ACCEPTABLE MANUFACTURERS ARE: SQUARE "D", G.E., WESTINGHOUSE, AND CUTLER -HAMMER. F. SAFETY SWITCHES ARE OWNER FURNISHED. .04 MARKING AND IDENTIFICATION: A. ALL SWITCHES, PANELBOARDS, CONTROLLERS, CONTROL PANELS, TIME SWITCHES, CONTACTORS, TELEPHONE AND COMMUNICATION CABINETS SHALL BE CLEARLY AND PERMANENTLY LABELED IN A NEAT, ORDERLY AND SYSTEMATIC MANNER. B. IDENTIFICATION SHALL CLEARLY DESIGNATE DEVICES AND EQUIPMENT AS TO USAGE. C. PANELBOARDS AND CABINETS SHALL BE MARKED WITH OWNER FURNISHED TAGS IN THE SAME DESIGNATION AS ON THE DRAWINGS USING WHITE LETTERS ON BLACK PLATES, SCREWED TO DOORS OR COVERS. D. CONDUCTORS IN MULTIPLE CONDUCTOR RACEWAYS, GUTTERS, JUNCTION OR PULL BOXES, CABINETS AND SIMILAR LOCATIONS SHALL BE CLEARLY AND PERMANENTLY IDENTIFIED AS TO ELECTRICAL CHARACTERISTICS, SYSTEM DESIGNATION, SOURCE AND DESTINATION. E. CONDUCTORS SHALL BE MARKED WITH PREPRINTED ADHESIVE MARKERS AS MANUFACTURED BY W.H. BRADY CO., OR THOMAS & BETTS. 16150 MOTORS AND CONTROLS .01 WIRE TO AND CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT. .02 VERIFY PROPER ROTATION OF ALL ROTATING EQUIPMENT. 16190 SUPPORTING DEVICES .01 REFER TO 16110.07 FOR EXPOSED RACEWAYS. CONCEALED RACEWAYS SHALL BE SUPPORTED USING SAME METHODS AS REQUIRED FOR EXPOSED RACEWAYS, EXCEPT THAT BRANCH CIRCUIT EMT IN CONCEALED LOCATIONS MAY BE SUPPORTED FROM BUILDING STRUCTURAL ELEMENTS WITH CADDY TYPE FITTINGS MANUFACTURED BY ERICO PRODUCTS CO., INC. .02 OUTLET BOXES SHALL BE SUPPORTED TO BUILDING STRUCTURE USING THREADED LEAD ANCHORS AND MACHINE BOLTS, TOGGLE BOLTS, WOOD OR SHEET METAL SCREWS, IF PLACED DIRECTLY ON WOOD OR METAL SURFACE. TWO (2) ANCHORS ARE REQUIRED FOR EACH BOX. WHEN BOXES ARE LOCATED BETWEEN STRUCTURAL SUPPORTS, PROVIDE CADDY BOX SUPPORTS. .03 ALL SUPPORTS, ANCHORS, BOLTS AND HARDWARE SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INFORMATION FOR THE SIZE AND WEIGHT OF THE SUPPORTED OBJECTS. 16450 GROUNDING .01 REFER TO ELECTRICAL DRAWINGS AND DIAGRAMS FOR GROUNDING CONNECTIONS. .02 THE CONDUIT SYSTEM AND THE NEUTRAL CONDUCTORS SHALL BE GROUNDED. FOLLOW REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE - LATEST EDITION. NEUTRALS OF ALL TRANSFORMER SECONDARIES SHALL BE GROUNDED TO MINIMUM ONE (1) INCH COLD WATER PIPE. .03 THE GROUND CONNECTION OF THE CONDUIT SYSTEM AND THE NEUTRAL CONDUCTORS SHALL BE MADE AT THE MAIN SERVICE PANELBOARD GROUND BUS. .04 WHERE THREE (3) PHASE THREE (3) WIRE FEEDERS ARE EXTENDED TO UTILIZATION EQUIPMENT AND APPARATUS, A BONDING CONDUCTOR OF ADEQUATE SIZE, GREEN COLOR, SHALL BE USED TO GROUND THE EQUIPMENT FRAME. THE CONDUCTOR SHALL BE INSTALLED FROM GROUND BUS TO EQUIPMENT FRAME IN THE CIRCUIT RACEWAY. .05 FLEXIBLE CONDUIT SHALL BE PROVIDED WITH A GREEN COLORED INSULATED BONDING CONDUCTOR OF ADEQUATE SIZE. .06 IN ADDITION TO THE WATER SERVICE, PROVIDE A SUPPLEMENTARY GROUNDING ELECTRODE AS INDICATED ON SHEET E-3. .07 SEE GENERAL NOTES ON DRAWINGS. .08 ALL PVC CONDUITS SHALL CONTAIN A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC. 16480 FEEDER CIRCUITS .01 PROVIDE FEEDERS AS INDICATED ON THE DRAWINGS AND IN SCHEDULES. 16485 BRANCH CIRCUITS .01 PROVIDE ALL WIRING AND CONNECTIONS TO OUTLETS AND FIXTURES AS INDICATED ON DRAWINGS AND IN SCHEDULES. 16500 LIGHTING - INTERIOR .01 INSTALL ALL LIGHTING FIXTURES AS NOTED ON THE LIGHTING FIXTURE SCHEDULE, ON THE SITE PLAN, AND ON THE EXTERIOR AND INTERIOR ELECTRICAL DESIGN DRAWINGS. .02 EACH FIXTURE IS OWNER FURNISHED, UNLESS NOTED OTHERWISE, AND WILL BE EQUIPPED WITH ANY REQUIRED MOUNTING HARDWARE AND ACCESSORY INSTALLATION ITEMS. FIXTURE MOUNTING FRAMES SHALL BE COMPATIBLE WITH CEILING CONSTRUCTION. .03 EACH FIXTURE SHALL BE LAMPED WITH OWNER FURNISHED LAMPS OF TYPE AND WATTAGE INDICATED ON THE SCHEDULE. 16510 INTERIOR LIGHTING FIXTURES .01 INSTALL AS INDICATED ON LIGHTING AND REFLECTED CEILING PLANS, DIMENSIONAL REFERENCE POINTS AND ARCHITECTURAL DETAILS AND ELEVATIONS. .02 ALL INTERIOR FIXTURES (WHERE APPLICABLE) SHALL HAVE 100 % VIRGIN ACRYLIC PRISMATIC DIFFUSERS. POLYSTYRENE OR VINYL WILL NOT BE ACCEPTABLE. .03 SEE LIGHTING FIXTURE SCHEDULE AND NOTES ON ELECTRICAL DRAWINGS. 16600 SPECIAL SYSTEMS .01 PROVIDE POWER WIRING AND OUTLETS FOR COMPUTER SYSTEM AS INDICATED ON THE DRAWINGS. COMPUTER CABLE INSTALLATION SHALL BE AS BY WAFFLE HOUSE. .02 CHANNEL CUT LETTERS, IF USED, SHALL BE WIRED WITH A MINIMUM OF ONE DEDICATED NEUTRAL CONDUCTOR AND DEDICATED GROUNDING CONDUCTOR PER CIRCUIT SUPPLYING EACH BLOCK OF LETTERS. 16700 SOUND SYSTEMS .01 RACEWAYS AND OUTLET BOXES SHALL BE AS CALLED FOR ON DRAWINGS. .02 PROVIDE NYLON PULL CORD IN ALL EMPTY RACEWAYS AND IDENTIFY PULL CORD ENDS AS NOTED. .03 TELEPHONE SERVICE WIRING BY LOCAL TELEPHONE UTILITY. .04 PROVIDE BASIC MATERIALS CALLED FOR IN SECTION 16100. 16740 TELEPHONE .01 WIRING TO TELEPHONE OUTLETS INSIDE BUILDING SHALL BE BY THIS DIVISION CONTRACTOR. 16900 CONTROLS AND INSTRUMENTATION .01 CONTROL WIRING DIAGRAMS ARE INDICATED ON DRAWINGS AND FURNISHED WITH EQUIPMENT. CONTRACTOR SHALL COORDINATE ALL WIRING WITH THESE DRAWINGS AND MANUFACTURER AS NOTED ON PLANS. .02 ANY DISCREPANCY BETWEEN SYSTEM ELECTRICAL CHARACTERISTICS AND EQUIPMENT REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE WAFFLE HOUSE REPRESENTATIVE FOR DECISION. , `1111111111//I//I .`'S A. KNOc \,\ CENSE * : NO. PE00064138 Y p STATE OF 7ONA� /// / 1111111 11/30/17 3 0 0 2 I ® V M Q W a m 0 V a U O W to `o Q Z 0 N LL W 0 Q 0 O � v O Q V o J � � ii aQ a c0 U rn Lo aQ Y_ c 30233 m c 0 E - 4 Y j 7 C'1 tc0a�- xt o (/) �� L-0 O oom �wcLa- U Z < a� 0 3 -w co O a r0+ LL_ J Ld =0 _) 000 c t w a) QJ co M 0= -0 N Z Z (% Z c NC z cl) �N = CL :3 3 U C X _w 3 aa)i O W m� a LL c o o Nv- 0) 4-1 =poi YOBS o N 0-0-0 m•aoocN $ooh CP :3 _ •O co Nd ;,0c O� CL O mO4m L_4U O � .000000 U 0) tv4- c c a� 0 0 0 0-0 + �. 2 L 0 c C Q C17216 3 0 0 2 I ® V M Q W a m 0 V a U O W to `o Q Z 0 N LL W 0 Q 0 O � v O Q V o J � � ii aQ a c0 U rn Lo aQ CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL Y_ SHEET 30233 m p tY E - 4 Y j OF C'1 Ld � (/) �� O mQ O U Z < < � O a O LL_ J Ld LIJ 000 ry QJ Ld U \ Z (% Z O H- ofLd O cf) U D Q U J Ld c° C1 p`) V) O J CHECKED BY: JAK DRAWN BY: MRL ELECTRICAL JOB N0: SHEET 30233 E - 4 DATE: OF 11/30/17 _27_ SHEETS I I I I I I I I I I I I m a LL 0. d 0 3 0 i LL m N M O M O1 3 m 0 0 0 0 36/18 FOOD SERVICE EQUIPMENT PLAN SCALE: 1/4" = V-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AA --n" ARCHITECTURAL DIMENSION PLAN SCALE: 1/4" = V-0" Z J d F - Z w a_ 5 V ww w U) 0 °o LL Y_ SHEET K-1 OF _27_ SHEETS O O W 0 ® Fu—jl� Y_ c V) U a tCOXtO � O U M O) 02 � o C O r r ccooof aO o Ui; I M U) O�OLC N t0 M 0 fn s O 101 r, � � v+3r330 O N C N acneo�_-0 0 O w m w O `-� 'v _ t y N N_ _ cN ONNCw 3 a7•- (n s � O MK/KC, (D v v" o >,2 0 0 'm O c 00 0) Lo - N Y ..W o or Cr V 7 1M v L -NUL '0070 0 c j Nr O o Ul C r a�oo-v��, -c -c L- C H ver 3Q Z J d F - Z w a_ 5 V ww w U) 0 °o LL Y_ SHEET K-1 OF _27_ SHEETS O O W D ® Fu—jl� Y_ c M a J o0 D�Lo O U) rl- O QC �� Z� N D Fl s O 101 r, � � Q NQ Qw O U C v � U3� c� C1 n (n O J D u- s DRAWN BY: MK/KC, (D 00 0) ul Z J d F - Z w a_ 5 V ww w U) 0 °o LL KITCHEN EQUIPMENT Y_ SHEET K-1 OF _27_ SHEETS DATE: 11/30/17 W Q Y_ c Q > C'1 J �w O Z O QC �� ` O /� ( V ) J W 00� ..gam opo w Q NQ Qw � U3� c� C1 n (n O J CHECKED BY: MDP/MK DRAWN BY: MK/KC, KITCHEN EQUIPMENT JOB NO: 30233 SHEET K-1 OF _27_ SHEETS DATE: 11/30/17 22'-016" 1'-24" 2,_24„ 2,_24„ 2,_24„ 2,_24" 2,_24„ 2'_24„ 2'-24' 1'_32„ 2'-016" 9' 0" 2'-0" 2'-6" 2'-7" 2'-7" 2'-7" 2'-0" 1'-8" 1'-8" 14 50 i .I■.�:� �:..�:■r••■-••r-••■-••■. ■�...■i...■i...■i...■i...■i...■�...■�...■i...■i...o...■�... • IIIII NMI—NMI ••■-••r••■r••■r••■r••■-••■. ••■: �� •■r..r-••■-••■-••■-••r-••■-••■-••■-••■-••■-••r••■. �...n...■i...■�...■�...a...■�...■i...u...■i...■i...■i...■i...■i. ••� 1/4" LUAN W/FORMICA BOARD MN ir••r.:•■r••.-••r.:•.-..r_..r.. _..■r•■r••■- - - - - - ., ., .. i...u...■i..a:■i...■i...■i..: •:ii!:ii!:ii!:ii!:iiFii!:ii�•ii�•ii!:ii!: - - - - I Y_ n 119 v RED 0 0 L_ ij OI K 2 0 " �CL jual (RJ45) ❑ ® ® 00 7 " ISEio N SIN r` PAN DEDICATED H M co _ L v N .-' o OUTLETS FOR Qo c BOAT RD wimmm COMPUTER a. w M J = Y O ' uj N - ON UPS 0 O = 1 j ELIASON 25 116 DOOR / 7 B CONDIMENT 2--22' STAND ON 59 _ CASTORS 130 43 21 (L2) ELEVATION "A" SCALE: 3/8" = 1'-0" • • •- ffim .. I Kamal _a. 1 i II MEN t 27 CASH STAND 1 TSR1 CONNECTION RJ45, BLUE FROM MANAGER'S CLOSET TELEPHONE 1 WHITE RJ11 FROM MANAGER'S CLOSET CONDIMENT STAND ON 49 �--CASTORS 18 57 PAN HOLDER I 35 2'-10" il�27MTLEXQU �� ETS_ TO MANAGERS CLOSET �� ELEVATION D TIMECLOCK BOARD T.. O� STAND SCALE: 3/8" = 1'-0" 4'-0" T-0" 83 _ MANAGER' ACTION M 1/4" LUAN W/FORMICA BOARD 83 E L E VAT I O N "G" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" I_. 1_ V r_\ I I V I'M I V I SCALE: 3/8" = 1'-0" v 0 0. 2 0 0 3 CONDIMENT 41 7 STAND ON 4_9 CASTORS!o ' F w 1p _ Y ' U (7 O Q M m 0 35 57 PAN HOLDER 6 PORT ELECTRICAL EXTENSION ELEVATION "E" CORD CONNECTED TO UPS 169 168 167 6 PORT SCALE: 3/8" = 1'-0" KEYSTONE JACK DATA WALL .. GROMMET ONE WAY == 10" WALL SHELF WINDOW 151 r I I I I 4„ 151 PHONE, WHITE RJ 11 c`I LES SERVICE -\ i o o a o AGENCY LIST ; UTLET DUPLEX LIGHT SWITC r _ 14" MONITOR \ DUPLEX SHELF • OUTLET - • • - • 12" KEYBOARD T-0" UIS DATA MANAGER' 151 1/4" LUAN W/FORMICA � 83 JACK, > I Y_ WALL SHELF 119 v RED 0 0 L_ ij OI K 2 0 " �CL jual (RJ45) ❑ ® ® 00 7 " ISEio N SIN r` PAN DEDICATED H M co n L v N .-' o OUTLETS FOR Qo c BOAT RD `-L COMPUTER a. w M J = Y O ' uj N - ON UPS 0 O = 1 FL U? L10 UNIT M O LL_j D o c•`) F- CHECKED BY: I co o >L0 v 0 Eo =I Ems. DRAWN BY: L0 I le y 1, capU)o M 4)) 0 � o 4) • • M • • t°r-c a) .� o a) :3 • • U) 0 • • L O L C 1- oaf 3Q O N , ch N 151 UAD OUTLET 19NON-UP LABEL 1 OUTLET "PRINTER' FRP SCALE: 3/8" = 1'-0" I_. 1_ V r_\ I I V I'M I V I SCALE: 3/8" = 1'-0" v 0 0. 2 0 0 3 CONDIMENT 41 7 STAND ON 4_9 CASTORS!o ' F w 1p _ Y ' U (7 O Q M m 0 35 57 PAN HOLDER 6 PORT ELECTRICAL EXTENSION ELEVATION "E" CORD CONNECTED TO UPS 169 168 167 6 PORT SCALE: 3/8" = 1'-0" KEYSTONE JACK DATA WALL .. GROMMET ONE WAY == 10" WALL SHELF WINDOW 151 r I I I I 4„ 151 PHONE, WHITE RJ 11 c`I LES SERVICE -\ i o o a o AGENCY LIST ; UTLET DUPLEX LIGHT SWITC r _ 14" MONITOR \ DUPLEX SHELF • OUTLET - • • - • 12" KEYBOARD REFER TO "BACK BAR WALL ELEVATION" ON PG. #K-6 FOR MORE DETAILS. ALL DRY STORAGE SHELVING titzU 11UN "b" tnru tsHc.K t5/ -\m 6,_3, Tv/VCR 6" "A(+)" FOR —RECEPTACLE HOOD FIRE 78" A. F.F. SUP. SYSTEM T -O" I T-0" 3/4" PLYWOOD MANAGER' cq 1/4" LUAN W/FORMICA � 83 APPLIED (BELOW TILE ONLY) > I Y_ WALL SHELF 119 v 7 -PAN RACK _ 0 0 L_ ij OI K 2 0 " �CL jual TOASTER iv ❑ ® ® 00 7 " ISEio N SIN r` PAN — — H M co n L v N .-' o a Qo c BOAT RD `-L „:� a. w M J = Y O ' uj N ami cn 0 O = SANDWICH FL - -\ L10 UNIT REFER TO "BACK BAR WALL ELEVATION" ON PG. #K-6 FOR MORE DETAILS. ALL DRY STORAGE SHELVING titzU 11UN "b" tnru tsHc.K t5/ -\m 6,_3, Tv/VCR 6" "A(+)" FOR —RECEPTACLE HOOD FIRE 78" A. F.F. SUP. SYSTEM T -O" I io ELF 00 SHELF SH 85 �`j1 26" SHELF 83 OWERVAR UPS FILING CAB.* - I I MOUNTED ON 84 18" PRINTER b 2'-1" 2x6PT - II SHELF PLATFORM TILE N I SUPPORT ON INSTALLED ON 2x6 P.T. I BOTH SIDES PLATFORM. 151 PULL SHELF 2" 1 cm i OFF BACK WALL RP 3/4" CONDUIT IN WALL TO� CASH STAND TO CASH STAND SECTION "J" ELEVATION "I" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" _o bo 0 OD 0 bo T-0" q MANAGER' cq BOARD io ELF 00 SHELF SH 85 �`j1 26" SHELF 83 OWERVAR UPS FILING CAB.* - I I MOUNTED ON 84 18" PRINTER b 2'-1" 2x6PT - II SHELF PLATFORM TILE N I SUPPORT ON INSTALLED ON 2x6 P.T. I BOTH SIDES PLATFORM. 151 PULL SHELF 2" 1 cm i OFF BACK WALL RP 3/4" CONDUIT IN WALL TO� CASH STAND TO CASH STAND SECTION "J" ELEVATION "I" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" _o bo 0 OD 0 bo BASE TILES FRP ELEVATION "K" SCALE: 3/8" = 1'-0" BAG IN BOX QJ6 ELIASON MECH-J CLOSET DOOR 1'_g" SHELVING DOOR GAS VALVE 6'-9" ELEVATION "F" SCALE: 3/8" = 1'-O" SYRUP LINE BUNDLE -7 11 A-11 All 28 ELEVATION "L" SCALE: 3/8" = 1'-0" 3'-0" c \ BOARD � 83 v > I Y_ LCOO�— 119 v XL v -0000 N 0 0 L_ ij OI K 2 W f— " �CL jual la ❑ ® ® �\ _ C\ � \ SIN r` 00) — — M co n L v N .-' o a , c w `-L „:� r Y O uj N ami ih 0 O = oV)Q - -\ I Ix co M O LL_j D - \ F- CHECKED BY: I co o >L0 v 0 =I Ems. DRAWN BY: L0 I =\ BASE TILES FRP ELEVATION "K" SCALE: 3/8" = 1'-0" BAG IN BOX QJ6 ELIASON MECH-J CLOSET DOOR 1'_g" SHELVING DOOR GAS VALVE 6'-9" ELEVATION "F" SCALE: 3/8" = 1'-O" SYRUP LINE BUNDLE -7 11 A-11 All 28 ELEVATION "L" SCALE: 3/8" = 1'-0" 69 DELIVERY DOOR ELEVATION "O" ELEVATION "N„ SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" CCTV (YEL W UIS RJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2 SR2 WINDOW AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR Ll (BL RJ4 PHONE PHONE LOCATED: P HO N CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-102" HIGH CTR. -TOP PAPER TOWEL ARM SECTION "P" SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCTV BEHIND LOCK BOX LOCATED: DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT WIITCHTBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J W z Q a 3'-0" c #1 MISC. BOARD � 83 v > I Y_ LCOO�— 119 v XL v -0000 N 0 0 L_ ij OI K 2 W f— " �CL z rn N 00 ❑ s L':3 SIN r` 00) Q M co n L v N .-' o a , c w `-L „:� r Y O uj N ami ih 0 O = oV)Q I Ix co M O LL_j D ti o F- CHECKED BY: 69 DELIVERY DOOR ELEVATION "O" ELEVATION "N„ SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" CCTV (YEL W UIS RJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2 SR2 WINDOW AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR Ll (BL RJ4 PHONE PHONE LOCATED: P HO N CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-102" HIGH CTR. -TOP PAPER TOWEL ARM SECTION "P" SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCTV BEHIND LOCK BOX LOCATED: DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT WIITCHTBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J W z Q a 3'-0" c #1 MISC. BOARD � 83 v > 69 DELIVERY DOOR ELEVATION "O" ELEVATION "N„ SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" CCTV (YEL W UIS RJ45) 168 UIS CC LOCATED: (REDRJ45) BEHIND LOCK BOX DATA TO CLOSET (RED RJ45) (YELLOW RJ45 IN COMMISSARY RJ45, YELLOW LOCATED: 167 169 BEHIND COMPUTER UNDER MGR VIEW TSR1 TSR2 SR2 WINDOW AT&T WIRELESS GREEN RJ 5) PHONE WF721 (BLUE RJ45) (GREEN RJ45) TS FRONT MGR Ll (BL RJ4 PHONE PHONE LOCATED: P HO N CASHSTAND 2 CRADLEPOINT COR 1 BR600 CRADLEPOINT AER1600 (WHITE RJ11) (WHITE RJ11) GR WHITE RJ1) P ONE LOCATED: CASH STAND 1 LOCATED: WHI RJ1 ) MGR'S CLOSET BY CRADLEPOINT 4'-102" HIGH CTR. -TOP PAPER TOWEL ARM SECTION "P" SCALE: 3/8" = 1'-0" SINGLE TWIST LOCK OUTLET, UPS CCTV BEHIND LOCK BOX LOCATED: DETAIL ELEVATION "Q" WALL MOUNTED EQUIPMENT LIGHT WIITCHTBY DETAIL ELEVATION "R" CCTV SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" J W z Q a c n O O c O L N� r pr% O > I Y_ LCOO�— 916 v XL v -0000 N 0 0 L_ ij OI K 2 W f— " �CL z rn N 00 ❑ s L':3 00) Q ` a� r - , co n L v N .-' o a 000 c `-L „:� O'~ v2 O uj N ami U) O = oV)Q a a M O LL_j D U vacv3. CHECKED BY: I co o >L0 v 0 U)'y0aC N DRAWN BY: L0 I :)•'`' y 1, capU)o M 4)) 0 � o 4) M L V L U� t°r-c a) .� o a) :3 U) 0 L O L C 1- oaf 3Q � n O O ® 0f in pr% O > I Y_ vFO 916 u—)] 5 � 0 0 L_ ij OI K 2 W f— " �CL z rn N 00 ❑ s 'o 0 a_ Q W �� c v a 000 c `-L „:� �w 00 U) • � Y z p 0f in 0 > I Y_ a JOB NO: W 5 � >j K 2 W f— " �CL z W Q z Qf m Q a_ Q W �� U 000 WLI_ y `-L „:� �w oho U) oV)Q Q3V) O LL_j D U • CHECKED BY: MDP/MK DRAWN BY: U M K/KC Q KITCHEN EQUIPMENT J JOB NO: SHEET m 30233 K 2 0 DATE: 1 1 /30/17 SHEETS NOTES: 1. ALL FOOD SERVICE EQUIPMENT SHALL BE N.S.F. APPROVED. 2. THE EXHAUST FAN IS WIRED TO SWITCH ON BACK BAR. 3. ALL EQUIPMENT, INCLUDING SHELVING, MUST HAVE A MIN. 6" CLEARANCE ABOVE THE FLOOR OR COUNTERTOP. IF 6" CLEARANCE IS NOT MAINTAINED EQUIPMENT SHALL BE; SEALED TO FLOOR/CTRTOP, ON CASTORS, OR READILY MOVEABLE FOR CLEANING. 4. EQUIPMENT SHALL BE DESIGNED & INSTALLED TO PREVENT CRACKS, CREVICES, OR SPACES THAT ARE UNCLEANABLE OR UNREACHABLE. UPHOLSTERY 1. BOOTH BACK CUSHIONS SHALL BE UPHOLSTERED W/ MOBERN MERRITT JENNA RED. PLASTIC LAMINATE 1. CABINETWORK, EXCEPT AS NOTED BELOW, SHALL BE LAMINATED WITH WILSONART BEIGE NEBULA, #4624-60-107 2. COUNTER TOPS AND TABLE TOPS SHALL BE WILSONART GRAPHITE NEBULA #4623-60-107 NOTE: HEIGHTS SHOWN: I.E. +84" ARE FROM FINISHED FLOOR TO FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL ITEM QTY DESCRIPTION MANUFACTURER MODEL NO REMARKSLOAD VOLT PH HP I KW AMP 120 1 1 115 1 ZINC PROTOXY FINISH C FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL MECHANICAL ITEM QTY DESCRIPTION MANUFACTURER MODEL NO REMARKS LOAD E.C. TO MAKE GAS VOLT FINAL CONN TO PH JB/EO EQUIP. CW HW W IW FD HP KW AMP BY E.C. MTD EO SIZE BTU 1 - SPARE NUMBER METRO OFFICE DEPOT 2 2 1 COFFEE MAKER BUNN-O-MATIC AXIOM -DV -3 BREWWISE 2 TOP WARMERS 120/208 1 15.5 • 1/2" 3 16 BOOTH BUMPERS RUBBER PRODUCTS DIST BP0005 INSTALLED BY LES INSTALLED BY MECHANICAL CONTRACTOR 120 1 4 2 BLACK RUBBER BUMPER DELFIELD 932-1005 INSTALLED BY LES 107 5 1 COKE DISPENSER W/ICE BIN LANCER 85-3076-2611 FURNISHED BY OWNER, INSTALLED BY'COKE' 115 1 1.5 • 1/2" 2)3/4" 3" 5a 1 CARBONATOR LANCER 85-1923-00 FURNISHED BY OWNER, INSTALLED BY'COKE' 115 6 1 ICE BIN DELFIELD 305 PVC DRAIN LINE BY PLUMBER 1 7.0 • 1/2" 1" 3" 7 - SPARE NUMBER 1 8 1 BACKBAR END PANEL ATL. CAB. SHOP CUSTOM 3/4" X 40"X 94" PANEL WITH 3/4" SPACERS GSW 9 1 EGG BASKET INSULATOR THE CUTTING BOARD CO. CUSTOM 12" x 10" x 1" 109 10 3 WIRE CONDIMENT/FLATWARE STANDS METRO SUPER ERECTA CHROME PLATED FINISH COOLER/FREEZER DUNNAGE RACKS 11 1 HAND SINK AT DISHTABLE ATL. CUSTOM FAB. CUSTOM PVC DRAIN LINE BY PLUMBER 3/4" 3/4" 1 1/2" 3" 12 3 COUNTERTOP WARMER APW WYOTT W-3VI (2) @ BACKBAR, (1) @ REAR SUPPORT 120 1 1.2 10.0 • 13 - 3/4" PANEL BESIDE WORKTABLE ATL. CAB. SHOP CUSTOM 3/4" X 40" X 94" CUSTOM GRAPHICS 14 1 EGG SHELL PAN ATL. CUSTOM FAB CUSTOM 111 15 1 TWO -EYE BURNER WELLS H2412G-10 1" 24,000 16 1 CONDENSATE GUARD ATL. CUSTOM FAB. CUSTOM co 17 1 OMELET MIXER STERLING MULTI PROD. SPINNER HEAD 115 1 0.1 0.8 • 18 1 DISHTABLE ATL. CUSTOM FAB. CUSTOM PVC DRAIN LINE BY PLUMBER 2" 3" 19 1 DISHWASHER INSINGER ENSIGN 40-2 PVC DRAIN LINE BY PLUMBER 115 1 24.0 • 3/4" 2" 3" 20 1 BOOSTER HEATER HATCO C12 MTD ON SLIDE BRACKETS-(UUNSF) 208 3 6.0 1 • 3/4" 21 1 SANDWICH UNIT DELFIELD WHOOOA45 UL/NSF 115 1 15.0 • 22 1 CHEF'S STATION DELFIELD WHOOOA33 UL/NSF 1 22A 1 EXHAUST HOOD ATL. CUSTOM FAB. WH108 N.F.P.A. 96 APPROVED, UL APPROVED GREENHECK 23 1 CLEAN CUP & GLASS SHELF ATL. CUSTOM FAB. CUSTOM 115 24 2 TOASTER TOASTMASTER TP409WH 4 SLICE TOASTER 120 1 2.2 18.3 • 25 1 SINGLE REFRIGERATOR DELFIELD - GLOBAL SINGLE SECTION - NARROW TOP DOOR GLASS - BOTTOM DOOR SOLID 115 1 6.0 • 26 4 WAFFLE BAKER (WITHOUT TIMER) CARBON CUSTOM: IWHPOC-IP (FRANCHISEE GETS "WELLS W82") 120 1 1.8 18.0 • 27 1 DISPLAY REFRIGERATOR DELFIELD - GLOBAL DOUBLE SECTION - STD (3) 1/2 SS DOORS, (1) GLASS DOOR 115 1 8.0 • 28 1 REFRIGERATOR DELFIELD - GLOBAL DOUBLE SECTION - NARROW FULL HT. SS DOORS 115 1 8.0 • 29 1 SAV -A -WRAP DISPENSER ATL. CUSTOM FAB. CUSTOM BACK BAR WALL SHELF 30 1 WAFFLE TIMER BOX TAYLOR 5839 BATTERY OPERATED CUSTOM ST. STL. 31 1 TEMPERATURE INTERLOCK ACCUREX 471738 MOUNT IN EXHAUST HOOD DUCT COLLAR 1 32 2 ICED TEA DISPENSER BUNN-O-MATIC TDS-3.5 DELFIELD 33 1 AUTOMATIC SOAP DISPENSER SEKO PRS -1 PWR THROUGH DISHMACHINE CONTROL BOX 119 34 1 WATER GLASS FILLER DELFIELD 307 1/2" 1" 3" 35 SPARE NUMBER SUPER ERECTA 36 1 WOMEN'S MIRROR D&T GLASS 18" X 34" 1 37 1 MEN'S MIRROR D&T GLASS 18" X 34" INSIGNIA 38 - SPARE NUMBER 120A 39 1 CASHIER'S STAND ATL. CABINET SHOP CUSTOM DVD PLAYER 40 1 WET CHEMICAL EXTINGUISHER BUCKEYE WC -6 UL/ULL RATING 1-A:K DVD: NS-D160A14 41 5 4 -SEAT BOOTH (30" TABLE TOP) ROBERTSON FURN. CUSTOM 1 42 1 6 -SEAT HIGH COUNTER ATL. CABINET SHOP CUSTOM 43 1 5 -SEAT LOW COUNTER ATL. CABINET SHOP CUSTOM DELFIELD 44 1 3 -SEAT LOW COUNTER ATL. CABINET SHOP CUSTOM W/ BREAD STORAGE SHELVES 122 45 1 COKE RACK METRO SUPER ERECTA CHROMATE FINISH UNIT IDENIFICATION SIGN 46 - SPARE NUMBER CUSTOM 47 1 MUSIC MACHIN E(N.I.C.)- SPEAKER KIT(IN TRAILER) TOUCH TUNES ALLEGRO MX -1 FURNISHED & INSTALLED BY METRO DIST. 120 1 0.6 10.0 • 48 20 METAL TABLE NUMBERS SPECIALTY ENGRAVING CUSTOM FURNISHED & INSTALLED BY LES WELLS MFG. 49 1 H/C 4 -SEAT BOOTH (30" TABLE TOP) ROBERTSON CUSTOM 124 50 15 MURAL SIGN PACKAGE CUSTOM GRAPHICS CUSTOM FURNISHED BY LES, INSTALLED BY G.C. SPARE NUMBER 51 1 CASH REGISTER NCR SILVER FURNISHED BY OWNER, INSTALLED BY G.C. 120 1 1 0.4 • 52 - WALL EXHAUST FAN GREENHECK CW 141 B 120 1 1/4 3.1 • 53 1 "TO -GO" ORDER SIGN CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. ATL. CUSTOM FAB. 54 - SPARE NUMBER 126 55 1 (4 -SEAT BOOTH) END PANEL ATL. CABINET SHOP CUSTOM VARIOUS SIZES GAS MANIFOLD ASSEMBLY 56 1 "PAY CHECK HERE" SIGN W/ CHAIN A.B.C. CUSTOM INSTALLED BY G.C.-FURNISHED BY OWNER CUSTOM 57 4 1/6 PAN HOLDER ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY LES 1 58 1 EMPLOYEE COAT RACK 14" LONG ATL. CUSTOM FAB. CUSTOM ATL. CUSTOM FAB. 59 4 SOAP DISPENSER IMPACT 9336 FURNISHED BY LES, INSTALLED BY G.C. 128 60 1 LOW -COUNTER END PANEL ATL. CABINET SHOP CUSTOM TELEPHONE 61 - SPARE NUMBER 210 -BK 62 8 MENU HOLDERS AMERICAN METALCR CS125 1 63 1 HOOD FIRE SUPPRESSION SYSTEM BADGER RANGE GUARD 2.5 GAL FURNISHED & INSTALLED BY SUPPLIER T&S 64 - SPARE NUMBER 130 65 1 ICE MACHINE HOSHIZAKI KM-515MAH/B30OPF PVC DRAIN LINES (3) BY PLUMBER 115 1 13.0 • 3/4" (3)3/4" 3" 66 2 HIGH CHAIRS KOALA KARE KB850-01-KD CUSTOM 131 67 - SPARE NUMBER X-52UG/ CUSTOM 132 - EXHAUST GREASE BUCKET W/ LID 68 - SPARE NUMBER CUSTOM 69 1 3 -COMPARTMENT SINK GSW SE18183D GSW #AA -714G FAUCET -PVC DRAIN LINES BY PLUMBER 3/4" 3/4" 1 1/4" 3" 3" SPARE NUMBER 70 1 FIRE EXTINGUISHER DRY CHEMICAL BUCKEYE 10#ABC UL RATING 80:BC 135 71 1 HAND SINK IN REAR SUPPORT AREA KOHLER K-1728 3/4" 1/2" 1 3/4" 3" 3" 72 - WATER SOFTENER KINETICO PREMIER MODEL Q850 OD SE1818L 136 73 7 -PAN CONDIMENT PAN HOLDER SPARE NUMBER CUSTOM ST. STL. 137 - SPARE NUMBER 74 SPARE NUMBER 138 139 1 1 75 1 EXTERIOR YELLOW DELIVERY SIGN CUSTOM GRAPHICS CUSTOM FURNISHED BY LES, INSTALLED BY G.C. METRO SUPER ERECTA 76 1 WORK TABLE ATL. CUSTOM FAB. CUSTOM 1 77 - CO2 TANK - CARBON DIOXIDE NUCO2 160NL CUSTOM GRAPHICS 78 1 CO2 TANK - CARBON DIOXIDE (OUTSIDE) NUCO2 30ONL 24"X24" CONCRETE PAD AT EXT. LOCATION 142 79 1 CHEMICAL STORAGE CABINET ATL. CABINET SHOP CUSTOM FURNISHED & INSTALLED BY L.E.S. "SHIRT AND SHOES..." SIGN 80 - SPARE NUMBER CUSTOM 81 1 MOP HANGER ATL. CUSTOM FAB. CUSTOM FURNISHED & INSTALLED BY L.E.S. - 82 - SPARE NUMBER 83 10 BULLETIN BOARDS (VARIOUS SIZES) INSTALLED BY G.C. 144 1 84 1 MANAGER'S DESK ATL. CABINET SHOP CUSTOM FURNISHED BY L.E.S., INSTALLED BY G.C. SAN JAMAR L3402 85 1 CASH DRAWER BOX ATL. CUSTOM FAB. CUSTOM FURNISHED BY L.E.S., INSTALLED BY G.C. 3 86 - SPARE NUMBER DORMONT 42SO194 87 3 BARREL BOLTS NATIONAL MANU. N151-118 INSTALLED BY G.C. 6 TICKET HOLDERS 88 - SPARE NUMBER CUSTOM 89 4 KICK PLATES ATL. CUSTOM FAB. CUSTOM 2(12"x34") 1(34"x35") 1(24" x34") 1 JUICE DISPENSER 90 1 MANAGER'S STOOL ROYAL INDUSTRIES 7711B INSTALLED BY LES E-29 151 91 1 HAND DRYER (WOMEN) WORLD DRYER J -971A3 INSTALLED BY G.C. 120 1 17.0 • ATL. CABINET SHOP 92 1 HAND DRYER (MEN) WORLD DRYER J -971A3 INSTALLED BY G.C. 120 1 17.0 • INTERIOR MOP SERVICE BASIN 93 1 COAT HOOK (MEN) NATIONAL MFG. 199-190 INSTALLED BY L.E.S. CUSTOM 155 94 2 TISSUE DISPENSER ATL. CUSTOM FAB. CUSTOM FURNISHED BY LES, INSTALLED BY G.C. SUPERINTENDENT'S PLAQUE (N.I.C.) 95 1 "BREAKDOWN CARDBOARD BOXES..." SIGN CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. 96 1 PURSE HOOK (WOMEN) NATIONAL MFG. 199-190 INSTALLED BY LES - 97 2 REST ROOM TRASH CANS RUBBERMAID FG294700GRAY 17" ROUND W/ LID ATL. CUSTOM FAB. CUSTOM 98 3 DOOR SIGNS (WOMEN, MEN, RESTROOMS) CUSTOM GRAPHICS CUSTOM INSTALLED BY G.C. 1 EXTERIOR FAUCET, FREEZE PROOF 99 4 GRAB BAR MOEN (2) R8942P/ (2) R8948P INSTALLED BY G.C. 27CP 100 2 REAR DOOR HASP (LOOP ONLY) NATIONAL MFG. N236-794 NOTES: 1. ALL FOOD SERVICE EQUIPMENT SHALL BE N.S.F. APPROVED. 2. THE EXHAUST FAN IS WIRED TO SWITCH ON BACK BAR. 3. ALL EQUIPMENT, INCLUDING SHELVING, MUST HAVE A MIN. 6" CLEARANCE ABOVE THE FLOOR OR COUNTERTOP. IF 6" CLEARANCE IS NOT MAINTAINED EQUIPMENT SHALL BE; SEALED TO FLOOR/CTRTOP, ON CASTORS, OR READILY MOVEABLE FOR CLEANING. 4. EQUIPMENT SHALL BE DESIGNED & INSTALLED TO PREVENT CRACKS, CREVICES, OR SPACES THAT ARE UNCLEANABLE OR UNREACHABLE. UPHOLSTERY 1. BOOTH BACK CUSHIONS SHALL BE UPHOLSTERED W/ MOBERN MERRITT JENNA RED. PLASTIC LAMINATE 1. CABINETWORK, EXCEPT AS NOTED BELOW, SHALL BE LAMINATED WITH WILSONART BEIGE NEBULA, #4624-60-107 2. COUNTER TOPS AND TABLE TOPS SHALL BE WILSONART GRAPHITE NEBULA #4623-60-107 NOTE: HEIGHTS SHOWN: I.E. +84" ARE FROM FINISHED FLOOR TO FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL ITEM QTY DESCRIPTION MANUFACTURER MODEL NO REMARKSLOAD VOLT PH HP I KW AMP I I I I I I I I I BOTTOM OF SIGN, EQUIP., DEVICE, ETC. I HP2236PD FURNISHED BY OWNER/INSTALLED BY G.C. 120 1 1 115 1 ZINC PROTOXY FINISH C INSTALLED BY G.C.(BACK OF REGISTER) 101 102 2 1 DRY STORAGE DUNNAGE RACKS FILING CABINET METRO OFFICE DEPOT BOW -TIE DUNNAGE 1622TL-BK 103 5 DRY STORAGE SHELVING UNITS METRO SUPER ERECTA 104 - SPARE NUMBER INSTALLED BY MECHANICAL CONTRACTOR 120 1 105 106 1 - WATER HEATER SPARE NUMBER AO SMITH BT -80 107 1 TV/DVD BRACKET MONOPRICE 6425 108 1 MOBILE COFFEE STAND GSW C-23WM 109 4 COOLER/FREEZER DUNNAGE RACKS METRO BOW -TIE DUNNAGE 110 1 CLOCK (BATTERY OPERATED) CUSTOM GRAPHICS CUSTOM 111 - SPARE NUMBER URNISHED BY LES, INSTALLED BY PLUMBER co 112 2 RESTROOM EXHAUST FAN NUTONE 696N 113 4 CUP DISPENSER SANJAMAR C440OPF 114 1 ROOF EXHAUST FAN GREENHECK XRUD-141-VG 115 1 CLOSET END BEVERAGE STAND DELFIELD CUSTOM-WHOOOA47 116 1 STRETCH END BEVERAGE STAND DELFIELD CUSTOM-WHOOOA48 117 1 BACK BAR WALL SHELF DELFIELD CUSTOM ST. STL. 118 1 PLATE SHELF DELFIELD CUSTOM ST. STL. 119 2 WIRE WALL SHELF METRO SUPER ERECTA 120 1 TV INSIGNIA TV: NS-1913220NA16 120A 1 DVD PLAYER INSIGNIA DVD: NS-D160A14 121 1 TO -GO SHELF DELFIELD CUSTOM ST. STL. 122 1 UNIT IDENIFICATION SIGN CUSTOM GRAPHICS CUSTOM 123 2 36" FLAT GRILL WELLS MFG. NATWG-2436G 124 - SPARE NUMBER 125 2 STEAK WEIGHT HOLDER ATL. CUSTOM FAB. CUSTOM 126 1 GAS MANIFOLD ASSEMBLY DORMONT CUSTOM 127 1 BLACK CASH BOX ATL. CUSTOM FAB. CUSTOM 128 2 TELEPHONE AT&T 210 -BK 129 1 PRE -RINSE SPRAY ASSEMBLY T&S B-2263 130 2 PAPER TOWEL DISPENSER TRUE VALUE CUSTOM 131 6 HIGH COUNTER STOOLS VITRO SEATING X-52UG/ CUSTOM 132 - EXHAUST GREASE BUCKET W/ LID TRUE VALUE CUSTOM 133 SPARE NUMBER 134 SPARE NUMBER 135 PREP SINK GSW SE1818L 136 1 7 -PAN CONDIMENT PAN HOLDER DELFIELD CUSTOM ST. STL. 137 - SPARE NUMBER 138 139 1 1 COMPUTER EQUIPMENT(N.I.C.) WHIP PRINTER WALK-IN COOLER/FREEZER/LIGHTS/ETC. HEWLETT PACKARD ICS M401 CUSTOM 140 3 COOLER / FREEZER SHELVING UNITS METRO SUPER ERECTA 141 1 "WE CAN NOT CASH CHECKS" SIGN CUSTOM GRAPHICS CUSTOM 142 1 "SHIRT AND SHOES..." SIGN CUSTOM GRAPHICS CUSTOM 143 - SPARE NUMBER 144 1 FRESH AIR SYSTEM HOOD SIGN CUSTOM GRAPHICS CUSTOM 145 2 LID DISPENSER SAN JAMAR L3402 146 3 QUICK DISCONNECT HOSES DORMONT 42SO194 147 1 COFFEE WARMER BUNN-O-MATIC WX-2 148 6 TICKET HOLDERS RYERSON CUSTOM 149 1 JUICE DISPENSER CRATHCO D15-4 150 1 JUICE DISPENSER DOUBLE BOWL CRATHCO E-29 151 6 CLOSET SHELVES ATL. CABINET SHOP CUSTOM 152 1 EMPLOYEE TIME CLOCK ELO 1517L 153 - INTERIOR MOP SERVICE BASIN MOLDED STONE MSB -2424 / 830AA 154 1 NO LOITERING SIGN CUSTOM GRAPHICS CUSTOM 155 1 SUPERINTENDENT'S PLAQUE (N.I.C.) 156 - SINK SPLASH GUARD ATL. CUSTOM FAB. CUSTOM 157 1 EMPLOYEE MIRROR GLASS CONTRACTOR 12" X 48" 158 1 EXTERIOR FAUCET, FREEZE PROOF WOODFORD 27CP 159 FLY FAN ICURTRON CFD -TQ -2-36-1 I I I I I I I I I BOTTOM OF SIGN, EQUIP., DEVICE, ETC. I HP2236PD FURNISHED BY OWNER/INSTALLED BY G.C. 120 1 1 115 1 ZINC PROTOXY FINISH C INSTALLED BY G.C.(BACK OF REGISTER) Y_ FURNISHED BY LES, INSTALLED BY PLUMBER O NcoL••- .c c o n•;e - x -C v N W N cp `O N =URNISHED BY LES, INSTALLED BY G.C. FURNISHED BY LES, INSTALLED BY G.C. ai O FURNISHED BY L.E.S. (BATTERIES NOT INCLUDED) O Q Lo C _c O +, O M17:0 dL_" 120 1 INSTALLED BY MECHANICAL CONTRACTOR 120 1 115 1 INSTALLED BY G.C. 115 1 1/2 FURNISHED BY LES, INSTALLED BY G.C. = W FURNISHED & INSTALLED BY OWNER 120 1 18" LONG �^ � O 60" LONG Wo CHROMATE FINISH O FURNISHED BY L.E.S., INSTALLED BY G.C. 120 1 FURNISHED BY L.E.S., INSTALLED BY G.C. 120 1 42" LONG O = FURNISHED BY LES, INSTALLED BY G.C. 120 1 3/4 PLUMBER TO INSTALL, REGULATOR PROVIDED W W U Z N NO3• a J M 1 vN va�0'3 c - LL 'g J URNISHED BY LES, INSTALLED BY PLUMBER co FURNISHED & INSTALLED BY L.E.S. v ja4 0� FURNISHED BY L.E.S. :2 FURNISHED W/ B -0970 -FE VACUUM BREAKER Lo Y ,1 =URNISHED BY L.E.S. INSTALLED BY G.C. 3/4" 75,000 3/4" 50,000 p� ROOF EXHAUST ONLY, INSTALLED BY G.C. N p, O - C ()L_ C,3 0) 0 CC 041 O N 3 t�c H v ., 3 Q CUSTOM COMPUTER, INSTALLED BY OWNER DOOR HEATER, LIGHTS & DRAIN HEATER 120 1 1 115 1 METROSEAL 3 EPDXY FINISH C INSTALLED BY G.C.(BACK OF REGISTER) Y_ FURNISHED BY LES, INSTALLED BY G.C. O NcoL••- .c c o n•;e - x -C v N W N cp `O N M FURNISHED BY LES, INSTALLED BY G.C. ai O FURNISHED BY LES, INSTALLED BY PLUMBER O Q Lo C _c O +, O M17:0 dL_" 120 1 FURNISHED & INSTALLED BY L.E.S. J 115 1 +, 0c a�a) ci v 120 1 FURNISHED BY LES, INSTALLED BY G.C. = W FURNISHED & INSTALLED BY OWNER 120 1 3 �^ � O FURNISHED BY LES, INSTALLED BY G.C. Wo FURNISHED BY OWNER, INSTALLED BY G.C. O r p 1`N0� FURNISHED GLASS CONTRACTOR FURNISHED BY LES, INSTALLED BY PLUMBER O = FURNISHED BY LES, INSTALLED BY ELECTRICIAN 120 1 3/4 0.9 1 • 6.7 • 15.0 • 6.4 • 1.8 3.0 4_0 0.1 • 7.5 1 • MECHANICAL 'O MAKE CONN TO GAS I EQUIP. CW HW W IW FD .T" FnI SIZE BTU 1" 1" 75,100 C Y_ L� v O NcoL••- .c c o n•;e - x -C v N W N cp `O N M ai O o O Q Lo C _c O +, O M17:0 dL_" 00 04 of J 1 to o +, 0c a�a) ci v W_ a- � Z O N = W m to m cp M O� p 1n Uj N �vm:" car 3 ai 0 _ N 0.0 3 �^ � O Wo O r p 1`N0� a 0O O = �NNcv 3 Q < W W U Z N NO3• a J M 1 vN va�0'3 c - LL 'g J >" co O v ja4 0� :2 co O Lo Y ,1 L_0 rn•yoocN r a c y ai `o 3/4" 75,000 3/4" 50,000 p� Ma c v N p, O - C ()L_ C,3 0) 0 CC 041 O N 3 t�c H v ., 3 Q Ld V�� LL (0 0 1/2" 1/2" n (n 0 I I I I I I I I I I I I I I I I I I I O O Y_ ® Fu-jl� M ai O o LL 00 04 of J 0 W_ a- � Z O N = W a 3 �^ � O Wo O m Q � v v a 0O •� C v Q < W W U Z C I-� FW LL 'g J >" co Y :2 co O o� QL �V)z p� Lu Cif �� Ld V�� Y_ m o w Z OfI Q J 0 W_ a- � = W -� �a Wo Q m Q 0O wC1' O Q < W W U Z FW LL 'g J � �W Y :2 ..�� Z O o� QL �V)z p� Lu Cif �� Ld V�� LL (0 0 O n (n J CHECKED BY: MDP/MK DRAWN BY: :j M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-3 DATE: OF 11/30/17 _27_ SHEETS DATUM POINT DIMENSIONS: DIMENSIONS SHOWN ARE TO CENTERLINE OF STUB -UP MEASURED FROM 0'-0", 0'-0" 20.020.0 AMP/120/1 50j"A. F. F. DUPLEX 50}" A.F.F. PHONE JACK (6'-8",11'-1' ) (6'-2",11'-1") 50}" A.F.F. LIGHT SWITCH 20.0 AMP/120/1 DUPLEX 60"A.F.F (1'-0", 11'-1") 120/1 4 -GANG OUTLET 35j" A.F.F (7'-0",11'-10") 35j' A.F.F. PHONE JACK (7'-0", 12'4") CONDUIT FOR DATA OUT WALL CABLE 52" A.F. F. 12.0 AMP/115/1 81 7/8" A.F.F REF. 1.5 AMP/115/1 COKE DISPENSER (3'-3",14'-11") .0 AMP/120/1 UICE DISPR /2 HP, 120/1 TOFFEE GRINDER 7'-6", 14'-11") 13.0 AMP/120/1 SINGLE TWIST LOCK ICE MACH. 74" A. Fl. (9'-10" 0'-0") 3.2 AMP/115/1 15.5 AMP/208/230/1 TOTAL DOOR HEATER & LIGHT WALK -IN -FREEZER. FREEZER CONDENSING UNIT ABOVE 10.6 AMP/208/230/1 TOTAL WALK -IN -COOLER. TO BE INTER -LOCKED TO COIL. COOLER CONDENSING UNIT ABOVE TO f , BE INTER -LOCKED TO COIL �- I I , 7mmm / 1.8 KW/120/1 LOAD 2.2 KW/120/1 SWITCH � lu, TOASTER (12'-4",14'-11") (14'4" 14'-11") 61111 fd ih1V (16'-9",14'-11") •l ME (18'-10" T-5") /208/1 x COFFEE MAKER 4720 -CA (15'-11", 14'-11") (18,-0" 14'-2") S-8 3.2 AMP/115/1 15.5 AMP/208/230/1 TOTAL DOOR HEATER & LIGHT WALK -IN -FREEZER. FREEZER CONDENSING UNIT ABOVE 10.6 AMP/208/230/1 TOTAL WALK -IN -COOLER. TO BE INTER -LOCKED TO COIL. COOLER CONDENSING UNIT ABOVE TO f , BE INTER -LOCKED TO COIL �- I I , 7mmm / 1.8 KW/120/1 LOAD 2.2 KW/120/1 SWITCH 12.0 P/115/1 PASS + SEYMOUR TOASTER (12'-4",14'-11") (14'4" 14'-11") F. REFRIG (16'-9",14'-11") 4700 (14'-T' 14'-11„) (18'-10" T-5") (16'-4", 14'-11") x 7.0AMP/115/1 CARBONATOR 4720 -CA (15'-11", 14'-11") (18,-0" 14'-2") S-8 PLUG REAR 4720-C SUPPORT 15.0AMP/120/1 WAFFLE BAKERS TOASTERS RECEPTACLE DUPLEX TEST 42"A.F.F. 2310 AREA (1) TWISTLICK-(1) STRAIGHT BLADE 2311 PLATE (13'-9",14'-2") 97101 20.0 AMP/120/1 SWITCHSWITCH TWIST LOCK TEST 42"A.F.F. m v o AT WORKTABLE (TEST) 1221 03,_1",14,_2") 1 97071 r 12.0 KW/120/1 COFFEE MAKERS AMP/120/1 COUNTERTOP WARMER 2410 DUPLEX, 78" A.F-F. 42"A.F.F. 120.O FOR DVD (12,_8„ 14,_2„) 97111 (14,_1„ 14'-2„) L 15.0 AMP/120/1 DUPLEX 12" AFF FOR COMMISSARY (18'-10", 10'-1") LAHAUST FAN 1.8 KW/120/1 LOAD 2.2 KW/120/1 SWITCH WAFFLE BAKER PASS + SEYMOUR TOASTER (12'-4",14'-11") (14'4" 14'-11") RECEPTACLE (16'-9",14'-11") 4700 (14'-T' 14'-11„) 1 (16'-4", 14'-11") PLUG (13'-8",14'-11") 113'-0" 14' 11" 4720 -CA (15'-11", 14'-11") 3.2 AMP/115/1 DOOR HEATER & LIGHT 4'-6" "A.F.F. LIGHT SWITCH 8'-10", 5'-11") 15 AMP/120/1 SINGLE TWIST FOR CCTV (22,_0„ 14'-2") 11.0 AMP/120/1 DEDICATED CIRCUIT TO WATERPROOF SWITCH 18" A.F.F (38'-7". Z-21 WATER HEATER M. I I I / I vII II J v O IlIe/ IlI 2.0K.F.F. 1 F.F48" A. . DR YER 9,(41,_5„_6') MEN 40" A.F.F PHONE JACK TOILET (22'-6",14'-2") VESTIBULE GLOBAL NARROW 48 x 32.51 1.2 KW/120/1 12.0 AMP/115/1 COUNTERTOP WARMER & 77" A.F.F. REFRIG 0.1 KW/120/1 (32'-11", 14'-5") OMELET MIXER (23'-11", 14'-11") 1.5 AMP/115/1 FUTURE COKE DISPENSER 15 AMP/120/1 i (34'-9" 14'-11") a SANDWICH UNIT rn (15'-6",14'-11 ") 2.0 KW/12011 48" A. F.F. DRYER (46'-9" 2'-4") 20 AMP/120/1 DUPLEX 102"A.F.F. --- MOUNTED IN CEILING FOR CCN MONITOR I (40'-0" 14,_11") I 11.2 KW/120/1 COUNTERTOP WARMER I (39'-7" 14'-11") I 15.5 AMP/120/208/1 COFFEE MAKER I (37'-0" 14'-11„) I 3.0 AMP/120/1 JUICE DISPR 1/2 HP, 120/1 COFFEE GRINDER I (35'-10", 14'-11") I I 46 - i _ I Ynr- L _30"X48" J I 30"X48" I I L_____J 24 AMP/120/1 DISHWASHER 6.0KW1208/3 I NOTE: BOOSTER HEATER (27'-9", 23'-10") ALL ELECTRICAL CONDUIT IN DISHTABLE AREA _ _-_- _ __ (31'-6", 24'-5') SHALL BE RAISED 12" A.F F. IN ORDER PHONE JACK & OPTIONAL CASH REGISTER 1 TO CLEAR DISHTABLE CROSSBRACING. I CASH REGISTER 2 I (18,_9„ 26,_1„) (22,-2„ 26,_1„) I RES AURANT OPTIONAL I 20 AMP/120/1 I VESTIBULE 4 -GANG OUTLET I 20 AMP/120/1 (21'-10", 26'-1") I 4 -GANG OUTLET (19,_1„ 26,_1„) - _ I 5.5 AMP/120/1 MUSIC MACHINE (23'-8", 35'-6") I ELECTRICAL WIRING TO BE RUN OVERHEAD ' NOTE: ) AND DOWN THRU STOREFRONT -SPEAKER WIRE NEEDS TO BE BEHIND MUSIC MACHINE I -----------------------------------------------------------------------------------------------------------------------J � T 0/1 INSTALL WIRING/CONDUIT FOR MUSIC MACHINE CO FEE W RM i OVERHEAD AND DOWN THRU STOREFRONT COFFEE WARMER (23'-8", R 6") , ELECTRICAL WIRING TO BE RUN OVERHEAD i AND DOWN THRU STOREFRONT � I NOTE: REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS ELECTRICAL CONNECTION PLAN TL: 1/4" = 1'-0" ELECTRIC OUTLET SCHEDULE TYPE LOAD EQUIPMENT DESCRIPT QTY PASS + SEYMOUR A 15AMP/120V OMELET MIXER STEAM PAN JUICE DISP'R COFFEE GRINDER RECEPTACLE 5 4700 RECEPTACLE 1 4792 PLUG 5 4720 -CA PLATE 6 S-8 PLUG 3 4720-C B 20AMP/120V WAFFLE BAKERS TOASTERS RECEPTACLE 8 2310 PLUG 8 2311 PLATE 8 97101 D SWITCHSWITCH EXHAUST FAN m v o 1 1221 PLATE 1 97071 E 20AMP 120/208V COFFEE MAKERS RECEPTACLE 2 2410 PLUG 2 2411 PLATE 2 97111 THIS DRAWING IS INTENDED TO SHOW THE LOCATION OF ELECTRICAL STUB -OUTS ONLY. SEE ELECTRICAL DRAWINGS FOR EXACT EQUIPMENT LOADS. DRAWN BY: M K/KC KITCHEN EQUIPMENT Y_ c tl0 Of ml O C p a®� Y U) 0 o U � 0r 0 0 4, +: _cc0oc- Fu-jl0 v NOOO) _ U 'U)c0 w y o o o IL Lo I N ++Nm O O U i j O I OC 2�t Q (O 0 m += N Q :. c3t3aiai Q xp N 04 0m w O"- y �� s m v o �O C - � N O a> a� � 3 d to �=+to 03c0 0 a J M CU37 c0 W 0> • to 00.0 N .0 O aC A In �. N Y CO0 �V(A` -c c_c 00 rM ONO UL u 0 3 0 0 s -0'~ c c 0 ++ 0 0 N C ++ 0w 4, 3Q DRAWN BY: M K/KC KITCHEN EQUIPMENT Y_ SHEET tl0 Of ml DATE: a®� Y Q a � 0r Fu-jl0 2 � J U ❑ w y o Q IL O 0- Q O O U i j O I Q� MO Q U) Ld N 0 °°LLJ Y O H LL. w a ❑Z �� s of n �, o� U N (D 0 ►n (n a a�r, ov MDP/MK .v � c c x A ILL. (0 00 (D Lo DRAWN BY: M K/KC KITCHEN EQUIPMENT Y_ SHEET Z Of ml DATE: J Y Q a � 0r Z O 2 � J U CLm w �Q Q ZO O 0- Q U Q� MO Q U) Ld U 0 °°LLJ Y O H LL. w w� 0Wz � U N (D 0 ►n (n O J CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-4 F OF DATE: 11/30/17 _27_ SHEETS i U Q V) I se a 0 a 0 3 0 a Ln 0 In n 0 m 3 0 a Q? 70 0 O Y LA LA J cn DATUM POINT DIMENSIONS: DIMENSIONS SHOWN ARE TO CENTERLINE OF STUB -UP MEASURED FROM 0'-0", 0'-0" (0'_3" 4'_7,.) (0'-3", 5'-3") CW UP FROM CHANICAL ROi -3", 0'-3") 3"WASTE (9'-10" 0'-3") 3" WASTE I 12"x12" FLOOR SINK I 3/4" HW UP 3/4" CW UP (5'-3" 0'-3") (6-11",U-3") ' I I NOTE: ALL DRAIN LINES FROM SINKS & EQUIPMENT SHALL BE PROPERLY SECURED TO PREVENT MOVEMENT OR DAMAGE DURING RESTAURANT CLEANING OPERATIONS. REAR SUPPORT AREA 3/4" CW UP TO HAND SINk (6-10",10'-8") 3" WASTE (6'-2",10'-8") 1/2" HW UP TO HAND SINK (6'6„ 10'_8„) �i III NAGERS �. :E%SET • 11 / P2:"CW U P T 0 - - • Biu hGSl4 VIII^ill, �, II�IIIIII I�� Ia�uulluin 1/2” CW UP TO FEED 3" WASTE COFFEE MACHINE (4'-10",14'-11") (6-6" 14'-11") 1FLOOR SINK FLOOR SINK (5--1 0", 16-10") 1 (14'-2" 16-10") 3/4" TEMPERED WATER UP TO HOSE BIBB (17'-5" U-10") PLUMBER TO FURNISH & INSTALL TURN DOWN 90° ELBOW HERE CONDENSATE LINES FURN. & INSTALLED BY L.E.S. 3" HUB DRAIN (38'-2",3'-0") 3" WASTE (45'-2" 0'-2") 1/2" HW UP 1/2" CW UP (44'-10", 0'-2") (45'-6",O'-2") =1� 5 = MWA �'l _ . =_Ili!IIIIIIIIL.IIIIIIIIIIIIIIIIIIIII!'� I .Inuunl FLOOR DRAINMEN SII ■ cComm=ITOILET //////////////i0pup" il� ■oil117 , 1 48 I, ! i 111 1- i s7 01 I NARROW m m —mm 1/2" CVUP TO FEED FLOOR SINK WATER DISPENSER (36'-11",16'-10") 4" DIA. PVC CHASE 16" BELOW FLOOR W/LONG // SWEEP "ELLS" OR (2) 45'S AT EACH END. / / (33'-7", 14'-11") LOCATION IS CRITICAL FOR ACCESSIBILITY & / TO MISS EQUIPMENT, LEGS, SHELVES ETC. j� (33 WAS 4' 11 ) (28'-10",24'-4") 3" WASTE 12"x12" FLOOR SINK 4" WASTE (40'-6" 7117707-----1 (40'_3„ 64") 1/2" CW UP 3" WASTE HW USP (39'_9" 6'4 (39,_5„ 6'-7") WF.D.(38'-l­',7'-10") I I 1/2" CW UP TO FEED I COFFEE MACHINE. (36-8" 14'-11") I — I I I I I I I I I I I I I 1" BLACK STEEL PIPE DROP DOWN & RUN ALONG TOP OF BASE TILE TO REAR HAND SINK AREA (SEE "P" SHEETS) 3 1/2" NIPPLE REAR OF CHEF STATION UNION FURNISHED AND INSTALLED BY PLUMBER FURNISHED BY L.E.S. INSTALLED BY PLUMBER TEE 24" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO 36" FLAT GRILL & INSTALL REGULATOR FURNISHED O BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF - VALVE NIPPLE TEE i i I I I 30'X48' I L -----J 0 \ J 3/4" HW UP (27'_1" 24'_10") t-' I I I 30-X48" I FT WASTE (34,_0" 24',4") 3/4" HW UP (34,_0„ 24,_0") I I I I U Q LL. 4"— -ccOoc— LL 3/4" CW UP (34'_0" 24'_6") x = p v° ° ° 0 (7 I I 3" FLOOR DRAIN - --- RESTAURANT (24'-3" 34'-3") - I Lt J _ I - ---J --- I II------------------------------------------------------------I II T------------------------------------------------------------ I I SLAB PLUMBING ROUGH -IN PLAN GAS MANIFOLD & PIPING DETAIL NOT TO SCALE NOTE: INSTALL WITH SHUT-OFF VALVE HANDLES AND REGULATORS DOWN, AWAY FROM BOTTOM OF GRILLS SCALE: 1/4" = 1'-0" 1" ELBOW SHUT-OFF VALVE NIPPLES 36" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO TWO -EYE BURNER & INSTALL REGULATOR FURNISHED BY L.E.S. 24" QUICK DISCONNECT FURNISHED BY L.E.S. RUN -TO 24" FLAT GRILL & INSTALL REGULATOR FURNISHED BY L.E.S. NIPPLE REGULATOR NIPPLE SHUT-OFF VALVE NIPPLE THIS DETAIL IS DIAGRAMMATIC AND IS FOR INFORMATIONAL PURPOSES ONLY. VERIFY EXACT REQUIREMENTS WITH MANUFACTURER, LOCAL CODE OFFICIALS AND SITE CONDITIONS. THIS DRAWING IS INTENDED TO SHOW THE LOCATION OF PLUMBING STUB -OUTS ONLY. SEE PLUMBING DRAWINGS FOR EXACT STUB -OUT SIZE. PLUMBING NOTES: 1. COFFEE MACHINE WATER LINES SHALL EXTEND 3" BEYOND FERRULE HOLE W/ SHUT-OFF BY PLUMBER. 2. COKE MACHINE 1/2" WATER LINE REDUCED AND FITTED W/ 3/8" MALE FLARE BY PLUMBER FOR CONNECTION BY SUPPLIER. 3. EXTEND 1" GAS LINE THRU CHEF'S STAND AND INSTALL GAS LINE MANIFOLD. 4. ALL PLUMBING CONNECTIONS AT DISHTABLE SHALL BE OF HARD COPPER. SINK WASTES SHALL BE PVC. 5. SLOPE FLOOR 1/4" PER FOOT IN LAST 2'-0" TO ALL FLOOR DRAINS. 6. THIS SHEET TO BE USED IN CONJUNCTION W/ "P" SHEETS r KITCHEN EQUIPMENT V) I JOB NO: SHEET m 30233 K-5 0 DATE: OF _27_ 11/30/17 SHEETS C O O O cy-6+, m X U Q LL. 4"— -ccOoc— LL v x = p v° ° ° 0 (7 00 °I O) �)�a'oa— N C -c o 4-o rn FZa) O 00 2 o co of 4j - a a) 0 D L M LO O OL C M J 'e) `pmt' -0 3 U) v) Q .'. c c Q p N co N rn,� +• ° t� 00 00rn a°i°`~020 w m Q u %�° C _ 00a) N Q LD mmm3 0-:3.- 40 a: a �+ N M 07._ N "o acU3 J I Cp 04 -:3 cy n cn co 00 0 0 0 MDP/MK m 'm 0 0- N If) C 7 O _ C—c DRAWN BY: N 0 Q M OL CL C O U 0 3 -0 L_ v 0 7 0 0 0450 0 7 m 0-tp ' T H r KITCHEN EQUIPMENT V) I JOB NO: SHEET m 30233 K-5 0 DATE: OF _27_ 11/30/17 SHEETS O O ® a� m o i CL Y v O LL cyc 00 °I Z N LL FZa) s O r, o ❑� Z X I. r a ZO< 0 O C) c t Q �� t� 00 00rn U0 Z °°Ld Y U Q LD Lo N< U�(a r KITCHEN EQUIPMENT V) I JOB NO: SHEET m 30233 K-5 0 DATE: OF _27_ 11/30/17 SHEETS Y m o i CL Y Q cyc Z J O Ld m w�Q Z Z X Q }- 0 ZO< of Iz C) O Q �� w U0 Z °°Ld Y U Q LD ..gam � Vo ) Z N< U�(a cy n cn O G) CHECKED BY: MDP/MK DRAWN BY: M K/KC jo Q r KITCHEN EQUIPMENT V) I JOB NO: SHEET m 30233 K-5 0 DATE: OF _27_ 11/30/17 SHEETS FINISH SCHEDULE RH DOOR SCHEDULE us SPACE FLOOR BASE WALLS CEILING HT. N DOORS FRAME HARDWARE TILE: SUMMITVILLE-STRATA QUARRY TILE TILE: SUMMITVILLE CMU W/ CERAMIC TILE (AS NOTED) @ EXT. WALLS 1/2" W/ CERAMIC TILE 2'X2' GRID: USG DONN DX/DXL SUSPENSION SYSTEM, RESTAURANT #54 DRIFTWOOD (4x8) STRATA QUARRY TILE (6x6) (AS NOTED) @ INT. WALLS, SEE ELEVATIONS FOR FULL DETAILS SILVER SATIN #002 WI DT GROUT: SEE REMARK#1 #54 DRIFTWOOD (6x6) CERAMIC TILE: AMERICAN OLEAN LAY -IN TILE: PARKLAND PERFORMANCE-SPECTRATILE, 8'10" MARK LOCATION H HT TK DESCRIPTION FINISH SIGNS DESCRIPTION FINISH HINGES LOCKSET MISCELLANEOUS REMARKS & VESTIBULE NON -SLIP PATH FOR EMPLOYEES: EEM -WHITE (3x6) GRAY, 2'x2', NON -PERFORATED (FINALE) SILIKAL-SEAMLESS REACTIVE RESIN & GROUT: SEE REMARK #1 ACCENT STRIPE: VILLI GLASS MULTIBLEND (6X12), BLACK (2X2), OVER FOOD PREP AREAS. QUARTZ FLOORING SYSTEM, CUSTOM GRAY (1X2), LIME (1X1) PERFORATED (ACOUSTIC) OVER CUSTOMER AREAS COLOR BLEND GROUT: SEE REMARK #2 SEE REFLECTED CEILING PLAN FOR LAYOUT OLD CASTLE BUILDING CLOSER: NORTON SURFACE MOUNTED VESTIBULE ENVELOPE OLD CASTLE BUILDING (2) STANDARD OFFSET MS 1850 THRESHOLD: CECO4251V/30 TILE: DALTILE-QUARRY TILE, TILE: DALTILE-QUARRY TILE FIBER REINFORCED POLYESTER(FRP) PANELS ON 3'-0" 7'-0" 1-3/4" "ALUMINUM" NONE "ALUMINUM" 1,3 — ASHEN GRAY (8x8) ASHEN GRAY (5X8) 12" GWB ON 2x4 METAL STUDS, NP. @INTERIOR WALLS. 2'X2' GRID: USG DONN DX/DXL SUSPENSION SYSTEM, 1 (SELF-CLOSING) W/ TEMPERED SAFETY ENVELOPE PIVOT A505 PUSH BAR: OLD CASTLE BUILDING ENVELOPE REAR GROUT: SEE REMARK #1 SILVER SATIN #002 GLASS ANGLE STOP: 1480 626 SUPPORT NON -SLIP PATH FOR EMPLOYEES: MARLITE: #FR -P100 -WHITE LAY -IN TILE: PARKLAND PERFORMANCE-SPECTRATILE, 8, 0„ HMD ENVOY A6018GA s,ERWIN SHERWIN WALL STOP: 236W US32D SILIKAL - SEAMLESS REACTIVE RESIN GROUT: SEE REMARK #1 GRAY, 2'x2', NON -PERFORATED (FINALE) 30/0 F 1-314" LHR (2) MPS60 SPRING HINGES FRP ON CMU -EXT. WALLS WILLIAMS WILLIAMS KICK PLATE: 1908 8X34 US32D AREA & QUARTZ FLOORING SYSTEM, (SEE REFLECTED CEILING PLAN FOR LAYOUT) TOILET VESTIBULE 9X30SLIMLINE KIT W/1/4^CLEAR MTL FR DU478 16 CRS 4-1/2"X4-1/2' USP MARLITE: #FR -P100 -WHITE 3'-0" 7'-0" 1-3/4" INDUSTRIAL NONE INDUSTRIAL NONE DOOR PULL: E 630 2, 4 CUSTOM COLOR BLEND (SELF-CLOSING) TEMPERED GLASS 534 3070 KD RH (1)MP679FULL MORTISE ENAMEL ENAMEL DOOR SLEEVE: D52 (PREP PULL ONLY) DOOR EDGE FILLER PLATE 86 EDGE 41/2" X 41/2" USP BASE: SUMMITVILLE B-54611 B-54811 VESTIBULE: PVC COATED TILE: SUMMITVILLE FIBER REINFORCED POLYESTER PANELS ON EF86 STRATA QUARRY TILE, #54 DRIFTWOOD STRATA QUARRY TILE (6x6) 1/2" GWB ON 2x4 METAL STUDS, TYP. SHERWIN #54 DRIFTWOOD (6x6) WALLS SHALL EXTEND TO CEILING. CECO - SC0534P WILLIAMS � FRP ON 112" GWB AND FRP ELIASON SCPB SOLID CORE PARTITION DOOR STOP: 434xUS2C-TOP MOUNT 18"H. ST. STEEL MANAGERS 8'-6" BACKBAR 3'-0" 7'-O" 1-3/4" "ALUMINUM" NONE 3070N61 ELIASON HINGE INDUSTRIAL BY MANUFACTURER NONE W/T'X30"WNDOW REINFORCED & WELDED ENAMEL KICK PLATE ST. STEEL EDGE TRIM CLOSET GROUT: SEE REMARK #1 GROUT: SEE REMARK #1 MARLITE: #FR -P100 -WHITE 8-54611 HMD ENVOY A60 18GA SHERWIN SHERWIN TILE: DALTILE-QUARRY TILE BASE: DALTILE - QUARRY TILE FIBER REINFORCED POLYESTER (FRP) PANELS ON OUT F 1D I LH PASSAGE WILLIAMS WILLIAMS (3)MP879 LEVER -FALCON (2' X 2') GRID: CUT OUT AND INSTALL MTL FR DO 16 CRS ASHEN GRAY (8x8) ASHEN GRAY (5x8) 1/2" GWB ON METAL STUDS - INTERIOR COMMISSARY 3'-0" 7'-0" 1-3l4" INDUSTRIAL NONE INDUSTRIAL ANGLE STOP: 1480 626 2,5 USG DONN DX/DXL SUSPENSION SYSTEM 24" X 60" L -FRA 100 GPZ ENAMEL 814 3070 KD LH(S) ENAMEL 4-1/2"X4-12"USP 8101-D 626, WALLS SHALL EXTEND TO UNDERSIDE OF DECK. EXPANDED METAL MESH BARREL BOLT COMMISSARY GROUT: SEE REMARK #1 SILVER SATIN #002 B-541211 8-54611 MARLITE: #FR -P100 -WHITE 59"X23" NON -SLIP PATH FOR EMPLOYEES: GROUT: SEE REMARK #1LAY-IN TILE: 8'-6" HMD ENVOY A60 18GA - SHERWIN MTL FR SU 16 CRS SHERWIN PARKLAND PERFORMANCE-SPECTRATILE, WHITE, 3070 F 1-3/4" LHR CRASH CHAIN: HDCC-2512 626 SILIKAL-SEAMLESS REACTIVE RESIN & FRP IT CMU - EXT. WALLS WILLIAMS 834 3070 RH (,BOONS) WILLIAMS CUT OUT &INSTALL 18"X12" (3)MP879 DOOR STOP: 268E US26D MARLITE: #FR -P100 -WHITE 2'x 2' NON -PERFORATED (FINALE) MECHANICAL ROOM 3'-0" 7'-0" 1-3/4" EXT ACRYLIC NONE WELD FRAME, BLANK EXT ACRYLIC BARREL BOLT 2 QUARTZ FLOORING SYS, CUSTOM COLOR 5 LOUVER @ TOP & BOTTOM 4-12"X4-112"USP DOOR PULL: 33E 4X16 US32D LATEX, "OLD STRIKE W/ PLATE - FS 260 LATEX, "OLD EF86 FILLER PLATE 86 PREP DRIP CAP: 16 A 40 TILE: SUMMITVILLE-STRATA QUARRY TILE BASE: SUMMITVILLE-QUARRY TILE TILE ON 1/2" GWB: AMERICAN OLEAN -CERAMIC TILE 36" DOOR CAP REDWOOD" PC REDWOOD" #54 DRIFTWOOD (4x8) #54 DRIFTWOOD (6x6) SHERWIN SHERWIN FIELD: WHITE (3x6) PASSAGE HMD ENVOY A60 18GA WILLIAMS WILLIAMS TOILET ACCENT STRIPE: VILLI GLASS MULTIBLEND 6x12 MTL FR DU478 16 CRS (3) MP/2" FULL MORTISE LEVER -FALCON ( ) METAL STUDS WITH 1/2" GWB AND FRP 8,-0„ MANAGER'S CLOSET 3'-O" 6'-8" 1-3/4" 3068 F 1-3/4" RHR INDUSTRIAL NONE INDUSTRIAL ANGLE STOP: 1480 626 2,5 VESTIBULE GROUT: SEE REMARK #1 GROUT: SEE REMARK #1 BLACK (2x2), GRAY (1x2), LIME (1x1) PREP THRU-BOLT HOLES ENAMEL 534 3068 KD LH(S) ENAMEL 412"X4 12" USP BARREL 626, B-54811 B-54611 BARREL BOLT GROUT: SEE REMARK #2 SHERWIN SHERWIN HMD ENVOY A60 18GA WILLIAMSWILLIAMS STOREROOM ANGLE STOP: 1480 626 CMU WI CERAMIC TILE (AS NOTED) @EXT. WALLS EMPLOYEE (SELF-CLOSING) 3'-O" 7'-0" t-3/4" 3070 F 1-3/4" RH INDUSTRIAL NONE TILE: DALTILE-AVONDALE CERAMIC BASE: MTL FR DU478KD 16 CRS INDUSTRIAL (3)MPS60SPRINGHINGE LOCK 6581-D VIEWER: U 698 B 26D 2,5,6 WEST TOWER 2" x 4" SCHLUTER COVED BASE, BEIGE 1/2" GNB W/ CER. TILE (AS NOTED) @ INT. WALLS PREP VIEWER @ 60" A.F.F. ENAMEL 534 3070 KD RH(S) ENAMEL 412"X412" USP 626 FALCON KICK PLATE: SS 24" X 34" (BY KEC) TOILETS MOSAIC BRICK JOINT B-54611 B-54611 1/4" THICK DALTILE-HEATHLAND CERAMIC TILE METAL STUDS WITH 1/2" GWB AND FRP 8'-0" CRASH CHAIN: HDCC - 2512 626 FIELD: RAFFIA 6x6 "WOMEN" OCC. INDICATOR ( ) SHERWIN SHERWIN ANGLE STOP: 1480626 54" AFF (BY (1) MPS60 SPRING HINGE DEADBOLT GROUT: SEE REMARK #1 ACCENT STRIPE: SUNSET (2x2) MOSAIC WOMEN'S ROOM HMD ENVOY 460 18GA WILLIAMS KEC) MTL FR DU458 16 CRS WILLIAMS ¢12"X412" USP D271626 (2) DOOR PULL: 15 630 GROUT: SEE REMARK #3 3'-0" 7'-0" 1-3/4" 3070 F 1-3/4" RHR INDUSTRIAL INDUSTRIAL COAT HOOK TE FRAME @ 4' AFF (BY KEC) 2,4,5 (SELF-CLOSING) MOUNTED 5343070 KD LH(S) (2)MPB79FULL MORTISE ADA COMPLIANT G) PREP FOR 3E PULL ENAMEL ENAMEL KICK PLATE: SS 12" X 34" UL KEC) BESIDE 412"X412'USP THUMB TURN M ECH RM CONCRETE W/ STEEL NONE 1 WALL -CMU 7,�„ B-54611 DOOR B-54611 FALCON DOOR SLEEVE: DSI (PREP 2 PULLS, CYL) TROWEL FINISH, SLOPE TO DOOR 2 WALLS - METAL STUDS WITH 1/2" GWB METAL STUDS WITH 1/2" GWB I RESTROOM PVC COATED "MEN" 54" OCC. INDICATOR CRASH CHAIN. HDCC - 2512 626 SHERWIN SHERWIN ANGLE STOP: 1480 626 FF Y 1 MPS60 SPRING HINGE DEADBOLT HMA BD ENVOY A60 1 BGA WILLIAMS (WILLIAMS (2) DOOR PULL: 15 630 2"X4117' USP D271626 G)I MEN'S ROOM (SELF-CLOSING) 3'-0" 7'-0" 1-3/4" 3070 F 1-3/4" RHR INDUSTRIAL KEC) MTL FR DU458 16 CRS 41INDUSTRIAL COAT HOOK ON FRAME @ 4' AFF (BY KEC) 2,4,5 1. GROUT: TEC ACCUCOLOR PREMIUM SANDED 3-12mm 1. ALL HARDWARE BY VISTAWALL OR STOREFRONT SUPPLIER PREP FOR 3E PULL ENAMEL MOUNTED 534 3070 KD LH(S) ENAMEL (2) MPB79 FULL MORTISE ADA COMPLIANT KICK PLATE: SS 12" X 34" (BY KEC) 1/4" GROUT, CHARCOAL 2. ALL "HARDWARE" ITEMS INSTALLED BY G.C. B-541311BESIDE 1t B -5413114-12"X4-10 USP THUMBTURN 1t FALCON DOOR SLEEVE: DSI (PREP 2 PULLS, CYL) MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR REMARKS 3- ALL EXTERIOR EXIT DOORS TO HAVE ONE LOCKING/LATCHING DEVICE. Tz RESTROOM PVC COATED REMARKS 1/4" MASTIC, GRAY AFFON CRASH CHAIN: HDCC-2512626 TO FINISH TO DOOR EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY HMO ENVOY A60 18GA SHERWIN OUTSIDE OF MTL FR SU 16 CRS SHERWIN DOOR STOP: 268F US26D SCHEDULE 2. GROUT: TEC ACCUCOLOR PREMIUM UNSANDED 1.5-3mm SCHEDULE OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE. 3070 F 1-3/4" RHR TOUCH BAR WILLIAMS DOOR; 834 3070 RH (,BOONS) WILLIAMS GASKET: 160 V(1)36/(2) 84 PREP VIEWER @ 60" AFF (3) MPS60 SPRING HINGE EXIT DEVICE 1/16" GROUT, MIST 4. SIGNAGE TO INCLUDE INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 O BACK DOOR (SELF-CLOSING) 3'-0" 7'-0" 1-3/B" INDUSTRIAL "BREAKDOWN" WELD FRAME, BLANK INDUSTRIAL THRESHOLD 429SA 36" EXAL 2,3 EF86 FILLER PLATE 86 PREP 412" X412" USP 19 R BA MAL MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR 5. LEVER HANDLES ON ALL INTERIOR DOORS ENAMEL 54"AFF ON STRIKE W/ PLATE - FS 260 ENAMEL VIEWER: U 698 B 26D 36" DOOR CAP B -54B11 INSIDE OF PC B-54811 YALE KICK PLATE: SS 35" X 34" (BY KEC) 1/4" MASTIC, GRAY 6. DOOR EQUIPPED WITH SPRING LOADED HINGES AS CLOSERS. DOOR(K3oTH DOOR SWEEP: 20ONA 36" 3. GROUT: TEC ACCUCOLOR PREMIUM UNSANDED 1.5-3mm UPDATED: 1213/17 1/16" GROUT, CHARCOAL MASTIC: TEC STURDI FLEX LATEX MODIFIED THIN SET MORTAR 1/4" MASTIC, GRAY 40'-4" (BACK BAR EQUIPMENT) 18'-2" PLYWOOD 2'-0" 9'-0" 2'-0" 9'-2" PLYWOOD o TO METAL TO METAL CHASE FOR COKE SYRUP CHASE FOR COKE SYRUP LINES CONSTRUCTED REINFORCING REINFORCING W/ (2) 2" x 4" STUDS (LAYING FLAT) LINES CONSTRUCTED W/(2) 2" X 4" STUDS (2) 2"x4" STUDS (2) 2" x 4" STUDS(LAYING FLAT) LAY FLAT (TYP.) LAY FLAT (TYP.) 2'-2" 5'-811 1'-11" �21 \,o�AT (2LAY FLTUDS 00 PLYWOOD X _� zo CV PENING FOR REFRIG v L u X 0 C CL 2 0 ll I I I I I ST. STL. o ST. STL. TILE WALL N OO WALL I �!- ;TILES` I I I I I I I PANEL BY N PANEL BY I I I ) DELFIELD a DELFIELD ' �Id' 0 11 2"x6'4''1 I I 1 �? 00 -1N 1 cl)I I STUD I I I I I = o i i I I I I I i I I I I I I I I I I I M a L J /.LJ 1'- If 1'-6" 1' 7" 1'-6" 1'-10" 1'-10" 1'-6" 1'-8" 6'-7—'— 00 001 2 �N O F 0~ I 2'_O21 „ 7'_ 12.. PLYWOOD >- LL I LYWOOD I PLYWOOD NOTE: ALL FRAMING IN CONTACT W/MASONRY SHALL BE PRESSURE TREATED. BACK BAR WALL ELEVATION SCALE: 3/8" = 1'-0" NOTE: FRAMING/PLYWOOD DIMENSION ALLOWS 1/4" FOR THICKNESS OF FINISH MATERIAL ON END OF FRAMING TO GIVE FLUSH SOFFIT/EQUIPMENT INTERFACE AT ENDS. HIGH CTR TOP M im 1co N v OPENING FOR REFRIG PEDESTAL M. 1! TOP OF ACCENT STRIPE TO ALIGN W/ TOP OF DOOR FRAME i I I _ �� CV o ci J I I Q? I 1 -21 I UJ LL_ O a - o= - IN O C� Z O Il , CV M J � W a 63 U m > ai= 3:4, Nom' o Oo LL CL Q to p yU U =) . 2'-2„ 00 PLYWOOD X _� zo CV PENING FOR REFRIG v L u X 0 C CL 2 0 ll I I I I I ST. STL. o ST. STL. TILE WALL N OO WALL I �!- ;TILES` I I I I I I I PANEL BY N PANEL BY I I I ) DELFIELD a DELFIELD ' �Id' 0 11 2"x6'4''1 I I 1 �? 00 -1N 1 cl)I I STUD I I I I I = o i i I I I I I i I I I I I I I I I I I M a L J /.LJ 1'- If 1'-6" 1' 7" 1'-6" 1'-10" 1'-10" 1'-6" 1'-8" 6'-7—'— 00 001 2 �N O F 0~ I 2'_O21 „ 7'_ 12.. PLYWOOD >- LL I LYWOOD I PLYWOOD NOTE: ALL FRAMING IN CONTACT W/MASONRY SHALL BE PRESSURE TREATED. BACK BAR WALL ELEVATION SCALE: 3/8" = 1'-0" NOTE: FRAMING/PLYWOOD DIMENSION ALLOWS 1/4" FOR THICKNESS OF FINISH MATERIAL ON END OF FRAMING TO GIVE FLUSH SOFFIT/EQUIPMENT INTERFACE AT ENDS. HIGH CTR TOP M im 1co N v OPENING FOR REFRIG PEDESTAL M. 1! TOP OF ACCENT STRIPE TO ALIGN W/ TOP OF DOOR FRAME i I I (o I = o O> I 0 c .2 -6 [ a I Ux IJt"1 I N U 44,L. tCOX-C 0 v OOco o cp °p o M rn � �(O X 0 0 0 a ai= 3:4, Nom' Q Ch LL CL Q NOTE: REFER TO "SECTION K " ON PG. #K-2 FOR MORE DETAILS. HIGH COUNTER STOOL DETAIL SCALE: 3/8" = 1'-0" SEAT BACKco DIE FRONT FOOT REST N - v M 0 FIN. FLOOR 3/8" X 3 3/4" WEDGE ANCHOR (4) RED'Q HOLE DEPTH: 3" d 3" DIA. PEDESTAL ESCUTCHEON PLATE I? N N I 4) I I I I I I I I I I I I I I 1 L --- FINISH LEGEND I QUARRY TILE: 162 SF SILIKAL SMOOTH: 92 SF + + + + TILE: SUMMITVILLE-STRATA QUARRY TILE + + #54 DRIFTWOOD (4x8) 648 SF SILIKAL ROUGH: 491 SF JJJJJJ DALTILE AVONDALE CERAMIC TILE (WEST TOWER) JJ-JJJ.J 96 SF 36/18 AISLE OF TILE FLOOR PLAN CrA l P • 11A" = 1'-r1" I I I I I I I I I I I I I I I I I I I I I I DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: c o o K-6 OF 27_ 0 c .2 -6 ItY m I Il a) OWNU O Ux IJt"1 L N U 44,L. tCOX-C v OOco o cp U M rn � r- o ai= 3:4, Nom' w Ld/0/� to p yU U W o ,n MU 0-;;- W� WL C N O < co W J Q C1713 7 W Q coo xxuj N .L -O 0 y= m ,� v "u w m m 1 O �O c 4) L _ 4) a) W c 3 d co — Lac 0o L` -► v cv w. �< I 0 C) N —O Q M cy %L W"A 0 In v+ N CUC4)0 Y o K) a w :r- 04, ►7 L- 0 V a)r0 N 7 W C +� 0 t�NtL- c H vwT. 3Q DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: Y o o K-6 OF 27_ DATE: ItY m I Il 0 D�0 � Q OK FLr) Fuil o0 `o (A Lu w Ld/0/� N W o ILL] F*zrn O < 0 0 W F C O r r v a v "u Ld LL_ L c x A QL 0o 00(W �< 00 rn Q M cy 0 DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: Y 30233 K-6 OF 27_ DATE: ItY m I Il Y 0 � Q OK J (A Lu w Ld/0/� I _ NQ I.L W o 0 O < CE Y- W F C O Ld LL_ L Z O 060 QL O(nZ 00(W �< V�� Q M cy 0 CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-6 OF 27_ DATE: 11/30/17 SHEETS 0) U V) SHELF/SPLASH GUARD DETAIL SCALE: N. T. S. DISHWASHER CONNECTIONS 1. DRAIN CONNECTION PROVIDED IS 1 1/2 FIPS. 2. HOT WATER CONNECTION PROVIDED IS 3/4 FIPS, 180 DEGREES F FROM BOOSTER HEATER. 3. ELECTRICAL CONNECTION BOX HAS KNOCK -OUT FOR 1/2" CONDUIT. 4. ALL PLUMBING CONNECTIONS TO BE COPPER DISH TABLE CONSTRUCTION TOP: #14 GA. TYPE 304 S/S, 5/8" MIN. COVED CORNERS AT RAISED ROLLED RIM AND BACKSPLASH. PROVIDE 8" HIGH SINGLE THICKNESS RISERS ON ENDS. PROVIDE INTEGRAL SCRAP TROUGH IN TOP WHERE SHOWN. PROVIDE CUT-OUT IN TOP WHERE SHOWN FOR ITEM 19 DISH MACHINE. PUNCH HOLES IN TOP OF BACKSPLASH FOR ITEM 129 PRE - RINSE SPRAY ASSEMBLY. REINFORCE TOP W/ #14 GA. ST. STL. CHANNELS STUD -BOLTED TO UNDERSIDE OF TOP. SCRAP TROUGH: #14 GA. S/S, 5/8" MIN. COVED CORNERS PITCHED TO 2" WASTE W/ TAIL- PIECE. PROVIDE S/S REMOVABLE DIE -STAMPED ANTI -SPLASH GUARD. LEGS: 1 5/8" O.D. #16 GA. S/S TUBING W/ FULLY ENCLOSED ROUND S/S GUSSETS AND ADJUSTABLE S/S BULLET FEET. CROSSRAILS TO BE OF SAME MATERIAL AND WELDED TO LEGS WHERE SHOWN. UNDERSHELF: #16 GA. S/S W/ FRONT EDGE TURNED -DOWN AND REAR & ENDS TURNED -UP AS SHOWN. SHELF REINFORCED ON UNDERSIDE AND WELDED TO LEGS WHERE SHOWN. DISHTABLE SHALL BEAR MANUFACTURER'S NSF SEAL. B = I� tila0 DIRTY END DISHTABLE PLAN VIEW SCALE: 3/4"=1'-0" 3�_6Q., 1 Q.. 1._0511 ELEVATION "A" CLEAN END 1. RUN SUPPLY PIPE FROM CYLINDER ABOVE CEILING, TO PRE -PUNCHED HOLE WITH NIPPLE WELDED TO TOP OF HOOD. TEE -OFF AND RUN DOWN INTO EXHAUST PLENUM FOR DUCT AND PLENUM NOZZLES AS SHOWN. 2. MECHANICAL GAS VALVE ASSEMBLY SHALL BE FURNISHED BY L.E.S. AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. THE FIRE SYSTEM CONTRACTOR SHALL FURNISH ALL MICROSWITCH(ES) AS REQUIRED FOR SHUT -DOWN OF ELECTRIC EQUIPMENT INSTALLED UNDER HOOD IN THE EVENT OF SUPPRESSION SYSTEM DISCHARGE. 4. THE ELECTRICAL CONTRACTOR SHALL CONNECT MICROSWITCH(ES), FURNISHED BY FIRE SYSTEM CONTRACTOR, AS REQUIRED TO SHUT DOWN ELECTRICAL EQUIPMENT INSTALLED UNDER HOOD (SPINDLE MIXER, FOOD WARMER) IN THE EVENT OF SUPPESSION SYSTEM DISCHARGE. 5. HOOD FIRE SUPPRESSION SYSTEM IS NFPA 96 APPROVED. I \ MANUAL PULL STA TIO I � • REFER TO SHEET K-2 FOR EXACT MOUNTING LOCATIONS OF I,VIV I RVL DL CYLINDER, A(+) CONTROL BOX, PULL STATION & MECHANICAL GAS VALVE. ALL TRADES SHALL COORDINATE INSTALLATION DETAILS TO PROVIDE A FIRST RATE FINISHED PRODUCT. • THERE IS APPROXIMATELY 22.25' OF 1/2" SCHEDULE 40 PIPE & APPROXIMATELY 1450F 3/8" PIPE • ACCORDING TO THE RANGE GUARD DIOM MANUAL, 60-9127100-000, THERE ARE 3.65 CUBIC INCHES PER LINEAR FOOT OF 1/2" SCHEDULE 40 PIPE AND 2.29 CUBIC INCHES PER LINEAR FOOT OF 3/8" PIPE. • BASED ON THE PIPE MEASUREMENTS THERE IS A TOTAL OF 115 CUBIC INCHES OF INTERNAL VOLUME OF PIPE IN THE SYSTEM. THE MAXIMUM ALLOWABLE VOLUME OF PIPING ACCORDING TO THE MANUAL IS 139 CUBIC INCHES. • THERE IS APPROXIMATELY 30' OF PIPE FROM THE CYLINDER TO THE MOST REMOTE NOZZLE. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 63.4'. • THERE IS APPROXIMATELY 14' OF PIPE BETWEEN THE NOZZLES MOST REMOTE FROM EACH OTHER. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 437. • THE TOTAL SYSTEM DEMAND FOR THE APPLIANCES AND VENTALATION IS 5 FLOWPOINTS. THE MAXIMUM ALLOWED IS 8. FIRE PROTECTION PIPING DIAGRAM ROOF EXHAUST ONLY PAPER TOWEL ARM 7„ g DISHTABLE SOAP DISPENSER HAND SINK DISH Y o0 DRAIN mi TN U M 0 M U 'Q' MACHINE 0ci�6+°_'0 CCOX=O X= TROUGH z -I OO N I a0 CUT-OUT Z N M —io W 0 L_4' �oca0 N a.� a MM 0 h1 I < f= --==a=s=-=======_ cat 3 ai a3i I a w O V)< N I I I PITCH TO (D Or I I N 00'~0S-0 m 1 TOC o IIIIIII III PITCH TO III I O DRAIN TROUGH _ US) so 3 III - _j IIIIIII III DRAIN TROUGH III I I I I 0> I I I �� IIII III III II II C0 0 w O M I 11_� I 1 U U I I I I I I vy30 0 I I I � IIIIIII III II II III ------__--------n III � 0 -tf >% `vim 5 3Q i---iai------------ ==_t — SIII — t 0 _ 7_7_7= 177 --- N HIGH COUNTER I 41_8311 4 11 1 II 10 61 4 4'-1 1 111 _ Igloo -9 2 _ DIRTY END DISHTABLE PLAN VIEW SCALE: 3/4"=1'-0" 3�_6Q., 1 Q.. 1._0511 ELEVATION "A" CLEAN END 1. RUN SUPPLY PIPE FROM CYLINDER ABOVE CEILING, TO PRE -PUNCHED HOLE WITH NIPPLE WELDED TO TOP OF HOOD. TEE -OFF AND RUN DOWN INTO EXHAUST PLENUM FOR DUCT AND PLENUM NOZZLES AS SHOWN. 2. MECHANICAL GAS VALVE ASSEMBLY SHALL BE FURNISHED BY L.E.S. AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. THE FIRE SYSTEM CONTRACTOR SHALL FURNISH ALL MICROSWITCH(ES) AS REQUIRED FOR SHUT -DOWN OF ELECTRIC EQUIPMENT INSTALLED UNDER HOOD IN THE EVENT OF SUPPRESSION SYSTEM DISCHARGE. 4. THE ELECTRICAL CONTRACTOR SHALL CONNECT MICROSWITCH(ES), FURNISHED BY FIRE SYSTEM CONTRACTOR, AS REQUIRED TO SHUT DOWN ELECTRICAL EQUIPMENT INSTALLED UNDER HOOD (SPINDLE MIXER, FOOD WARMER) IN THE EVENT OF SUPPESSION SYSTEM DISCHARGE. 5. HOOD FIRE SUPPRESSION SYSTEM IS NFPA 96 APPROVED. I \ MANUAL PULL STA TIO I � • REFER TO SHEET K-2 FOR EXACT MOUNTING LOCATIONS OF I,VIV I RVL DL CYLINDER, A(+) CONTROL BOX, PULL STATION & MECHANICAL GAS VALVE. ALL TRADES SHALL COORDINATE INSTALLATION DETAILS TO PROVIDE A FIRST RATE FINISHED PRODUCT. • THERE IS APPROXIMATELY 22.25' OF 1/2" SCHEDULE 40 PIPE & APPROXIMATELY 1450F 3/8" PIPE • ACCORDING TO THE RANGE GUARD DIOM MANUAL, 60-9127100-000, THERE ARE 3.65 CUBIC INCHES PER LINEAR FOOT OF 1/2" SCHEDULE 40 PIPE AND 2.29 CUBIC INCHES PER LINEAR FOOT OF 3/8" PIPE. • BASED ON THE PIPE MEASUREMENTS THERE IS A TOTAL OF 115 CUBIC INCHES OF INTERNAL VOLUME OF PIPE IN THE SYSTEM. THE MAXIMUM ALLOWABLE VOLUME OF PIPING ACCORDING TO THE MANUAL IS 139 CUBIC INCHES. • THERE IS APPROXIMATELY 30' OF PIPE FROM THE CYLINDER TO THE MOST REMOTE NOZZLE. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 63.4'. • THERE IS APPROXIMATELY 14' OF PIPE BETWEEN THE NOZZLES MOST REMOTE FROM EACH OTHER. THE MAXIMUM ALLOWED LENGTH OF PIPE IS 437. • THE TOTAL SYSTEM DEMAND FOR THE APPLIANCES AND VENTALATION IS 5 FLOWPOINTS. THE MAXIMUM ALLOWED IS 8. FIRE PROTECTION PIPING DIAGRAM ROOF EXHAUST ONLY PAPER TOWEL ARM 7„ g DISHTABLE SOAP DISPENSER HAND SINK 4'-102" HIG CTR END PANEL I 2'-2" DIE PANEL SECTION "B" SCALE: 3/4" = 1'-0" [REFER TO ELEVATION "D" SHEET K-2 CRITICAL DIMENSION: 16 3/4" FROM FLAT SURFACE OF DISHTABLE TO SHELF. MUST BE MEASURED ON BOTH LEFT-HAND AND RIGHT-HAND ENDS OF TABLE. THIGH COUNTER TOP J UJZ RANGE GUARD 2.5 GAL CYLINDER AND MOUNTING ASSEMBLEY 60" A.F.F. 9'-0" BACK SHELF VENTILAT9R---' ACF - WH96 APPLIANCE NOZZLE ASSEMBLY ASSEMBLY NOZZLES 27" ABOVE COOKING SURFACE CUTTING BOAR' 36" x 24" GAS GRILL & ADP NOZZL TWO -EYE BURNER & "R" HAND SINK FUSIBLE LINK ASE ADP NOZZL-E--�\/ FOOD WARMER—/ 36" x 24" GAS GRILL & ADP NOZZLI SPINDLE /A\ Unl Cc CnD 3/8" BLACK IRON SUPPLY PIPE OOF EXHAUST DUCT COLLAR 11" x 12" - 46" PERIMETER /ADP NOZZLE ASSEMBLY r-3/8" BLACK IRON SUPPLY PIPE X1/2" NPT NIPPLES, WELDED BY ACF 3/8" BLACK IRON SUPPLY PIPE —(1) HOLE FOR PRE -RINSE HOOK UuNuCIVJA 1 C uUHKU DISH MACHINE PLAN VIEW EDGE OF HIGH COUNTER SCALE: 1/2" = 1'-0" 1/2 i, SAVER BASKET & SAVER BA; PRE -RINSE SPRAY HOOK LOCATIONS NOTE: SAVER BASKET HOOKS MUST FACE THE SAME DIRECTION. SECTION SCALE: 1/2" = 1'-0" JOB NO: Y o0 Lo mi J U M 0 M U 'Q' 0 Qz 0ci�6+°_'0 CCOX=O X= zo z �L °0 `Fu) Ult) 0 1 N 0- a0 _ Z N M co W 0 L_4' �oca0 N 4'-102" HIG CTR END PANEL I 2'-2" DIE PANEL SECTION "B" SCALE: 3/4" = 1'-0" [REFER TO ELEVATION "D" SHEET K-2 CRITICAL DIMENSION: 16 3/4" FROM FLAT SURFACE OF DISHTABLE TO SHELF. MUST BE MEASURED ON BOTH LEFT-HAND AND RIGHT-HAND ENDS OF TABLE. THIGH COUNTER TOP J UJZ RANGE GUARD 2.5 GAL CYLINDER AND MOUNTING ASSEMBLEY 60" A.F.F. 9'-0" BACK SHELF VENTILAT9R---' ACF - WH96 APPLIANCE NOZZLE ASSEMBLY ASSEMBLY NOZZLES 27" ABOVE COOKING SURFACE CUTTING BOAR' 36" x 24" GAS GRILL & ADP NOZZL TWO -EYE BURNER & "R" HAND SINK FUSIBLE LINK ASE ADP NOZZL-E--�\/ FOOD WARMER—/ 36" x 24" GAS GRILL & ADP NOZZLI SPINDLE /A\ Unl Cc CnD 3/8" BLACK IRON SUPPLY PIPE OOF EXHAUST DUCT COLLAR 11" x 12" - 46" PERIMETER /ADP NOZZLE ASSEMBLY r-3/8" BLACK IRON SUPPLY PIPE X1/2" NPT NIPPLES, WELDED BY ACF 3/8" BLACK IRON SUPPLY PIPE —(1) HOLE FOR PRE -RINSE HOOK UuNuCIVJA 1 C uUHKU DISH MACHINE PLAN VIEW EDGE OF HIGH COUNTER SCALE: 1/2" = 1'-0" 1/2 i, SAVER BASKET & SAVER BA; PRE -RINSE SPRAY HOOK LOCATIONS NOTE: SAVER BASKET HOOKS MUST FACE THE SAME DIRECTION. SECTION SCALE: 1/2" = 1'-0" KITCHEN EQUIPMENT JOB NO: Y o0 O o mi 0 c � 0 •o �. U M 0 M U 'Q' 0 Qz 0ci�6+°_'0 CCOX=O X= I LL �L °0 `Fu) Ult) 0 1 M ; , D C N d r- z� N o o ail10 co o D� 0 L_4' �oca0 ' Lo a.� a MM 0 L -pm.+' -0 < :. cat 3 ai a3i F§1 a w O V)< N = U- (D Or O N 00'~0S-0 m 1 TOC o v -0 -If a,o -2= O N US) so 3 v=i -2a 20 _j n Io0co .0 0> co . Fa 0 0. In N �6O` C0 0 w O M voXi +'0� 3 M U U �. vy30 0 C y 3 y c .4- ,0+'>% 0 -tf >% `vim 5 3Q KITCHEN EQUIPMENT JOB NO: Y o0 O o mi ® Fuj] I M 0 a 'Q' 0 Qz (aO I LL �L °0 `Fu) Ult) 0 1 c=n a Q z:On � o z� N Ful o s '� 00 =5_j o D� cn o� a.� uj 0 z O va ~w�V)z Q F§1 a w O V)< LL. co co = U- (D Or O CD n 0 J CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: Y o0 30233 Q Q W Y 0 0 c 'Q' 0 Qz J �L m c=n a Q z:On � o Of �� =5_j w cn w L'_ waoyd uj Ow z O va ~w�V)z Q 2 W 0 i w O V)< W Q 3r. U) = U- (D Or O n 0 J CHECKED BY: MDP/MK DRAWN BY: M K/KC KITCHEN EQUIPMENT JOB NO: SHEET 30233 K-7 OF DATE: 1 1 /30/17 _27_ SHEETS