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BUP 015 - 00285 & MFJC2015 - 00675 i I 1 i I KI 2' 12'-4" 3,. 6"HT. / 16 E IST. EXIST. CO A101 HE RINGLAB CURBS EXIST. C EXIS x PAYROLL PAYROLL EXIST. EXiST, L.` - PRE-E=NGINEERED (TYP.) P,T ( I �._.— C� I OFFICE � OFFCE � — CAGE —�– • --s' • I I I �'OF" X I x � COOLER BY cbs7w F1 ® - - - x EXIST - _ 4-1 � _ _ _ OTHERS TIGARD OREGON :n/oME 's 1Jv - ALTERED ..{{.�� EXIST. -- ---- x WALK-IN COOLER -- LOCATION #111 IGARE E STARE `—J - 7850 SW DARTMOUTH EXIST. MEN'S P..R. ;'..EN'S R.R. ® $ I N a' x ,� ! `� TIGARD, O ��V POS POS ( LU Q O FREEZER COOLER O OC� 21'-6"HT. 21'-6"HT. EXIST. EXiST. C� v K o I I x JAN. ,c JAPJ. �' z ,Ty OF TIGARD I 1 EXIST. EXIST. o z BREAKROQ�4 _ _ / BRE. KROOth — — x NG pIVtS14N x H < �T ------, I C O S T9► H ;> 7 EXIST. , Exi .. I , - p } X ELECT. a !ECT _ ..,_.,, I X X�x XXX WHOLESALE {HI I I I I I � N I CORPORATION 11 7 j EXIST. EXIST, ; 999 LAKE DRIVE E.D.P. E.D.P. li I fI i� I ISSAQUAH, WA 98027 T: 425.313.8100 I I I I OFFICE OFF! I 17A www.costco.com — — — 1 rr--���-�� - -- - - - - - - - - - - - - - - - � � � 1 — — _ ' G 1 A101 Lam"'--' I� I G . ` I CORNER I XIST. EXIST. I XIST. EXiST. ® GUARD • . - MANAGER'S �� i�ffiNAGER'S ° ULT I .+ULT EXIST. I OF]CE ' OFFICE MEN'S R.R. I I ED=� I a 1 ALTERED , I 4MAICHANDISE M.P.U. PICKUP ° I EXIST. ( �— WOMEN'S R.R. -�--� I ALTERED EXIST. � 3 EXIST. • �-7 I COOLER TIRE !I TIRE 19[ EXIST. C_!''--' I 149 S.F. I INSTALLATION I INSTALLATION _-__- JANITOR I I i---- OGLEEXIST. PPP: — — — — — — — — — IIF , — t — — F /STORAGE FOOD I FOOD ; I I SERVIC i1 SERVIC 20 I l--_ ° DORY I { I I I C I I 5 LFOOD 201 ° I CEILING PREP CURB F SII : _ _ 821 ALTERED 2 FOOD PREP. I �rL EXIST. I y EXIST --- - { { { I �-� I R.R. I t ,s' � R.R. i� 817 _ _ _ _ _ - _ E-) _ _ _ _ _ _- ,SI _ .- __ _ r__ ABOVE DRAWING INDEX AND EXIST. I I - a SLICING 1 r— II EXCAREMOVE VATE SUTIAL BGRA EB OR / I DELI I I I II PLUMBING CONSTRUCTION & SUBMITTAL MEAT I I I SHADED 176 COOLER I I 101 I I EXIST. 18'HT. I I IEXIST. RECEIVING I °'`� TRE I ' _--'`'s' oa4 � ARCHITECTURAL (COVER SHEET) IRE I I CORNER SALES SALES A101 FLOOR PLANS, DETAILS&NOTES GUARD °, J J { A201 CEILING PLAN &DETAILS EXIST. CHICKEN • I ?W I L/ ROTISSERIE �' — — — — — — — — — $13 ALTERED I 18 FOOD PREP. CIZ'Y017 G STRUCTURAL =J1 r AllI a ( � 101 WORK FQ Q S1.1 FOOD SERVICE HOOD REMODEL _ — _ _ — _ BASE(TYP.) A � / �`� S2.1 LIGHT GAGE FRAMING DETAILS&SECTIONS I ' U t MECHANICAL & PLUMBING i EXIST. L; II 845 819 809 815 tnfiit ii r RU �d ' � `'{' M-1 PARTIAL FLOOR PLAN, FOOD SERVICE HVAC PARTIAL ' PLANS,GAS CALCULATIONS, NOTES,AND MEAT I I PREP DEMOLITION PLAN HVAC LEGEND SLAB REPAIR PER I / STRUCTURAL 113r.tt�# 1 M 2 PLOUOMBING DIEMO PLANS, FOOD SERVICE ♦ SHEET S1.1 G 1 WASTE&VENT AND PLUMBING PLANS, a SCALE: 1" = 20'-0" ! _ DETAILS,AND PLUMBING LEGEND FOR COD _ M-3 DETAILS AND SCHEDULES { BAKERY BAKERY I € ♦ 52-1 — — El H H E COOLER FREEZER I i 101 HT. 10'HT. ! I { I / ( T $44 POW0QT TY I ELECTRICAL — I � i � r- � r--i POWL��'�6C ] — — — — - _ I I I I _ E-1 PARTIAL FLOOR PLAN, FOOD SERVICE I ExisT. 846 TYP Permit ft �� POWER PLAN&LIGHTING PLANS, PANEL MEMBERSHIP t COUNTER 847 Address: SCHEDULE, LEGEND, DETAILS ND NOTES { t ♦ (N.LL'.) ABOVE,TYP 836 Suite I { ♦ MECHANICAL PLATFORM NOTE: .� { { EXISTING PLATFORM ABOVE SHOWN E _ - _._ _- " — _.� ; r Br. Date: _ SEPARATE SUBMITTAL BY OTHERS T --"-r- — ---yr- - COOLER SHOP DRAWING&LOAD CALCULATION BY SHADED. SEE SHEET S1.1 FOR ADDED L----J CUSTOM COOLER, INC. LILLEt / EQUIPMENT OFFICE COPY �O PERFORMANCE SPECIFICATION SECTION 211300 FIRE SUPPRESSION SPRINKLER SYSTEMS BY TELGIAN EXIST. BAKERY r CORPORATION ROOFTOP AC MECHANICAL UNIT ABOVE _ — $54 PERFORMANCE SPECIFICATION SECTION 212300 WET "\ _ DASHED.StE SI�EETS'�ViF 1F}Mfr3 CHEMICAL FIRE EXTINGUISHING SYSTEM BY TELGIAN \ f..IN REQUIRED BOVE,TYP Silt@ O��I'C�Oi? Smi"tltittl;'a1 ��@Cfatty Ci0d8 CORPORATION 862 ♦ { FIRE SAFETY PLUMBING & ELECTRICAL NOTE: ❑ Concrete and Reinforcing Steel ❑ F RSHOP-IN UC ♦ ° �+ 1. INSTALL THE PRE-APPROVED FIRE SPRINKLER HEADS 852 _E1 F I PRODUCE 11 / Bolts Installed in Conic TYP 21'-6"HT, i EXIST. All WITH NO EXCEPTION SEE SEPARATE SECTION 211300 FIR �}- 848 I EXAM EXIST. Special Moment-Res* ram RECEPT. ♦ OPTICAL 1 SUPPRESSION SPRINKLER SYSTEM. TYP VICINITY MAP I to Ex sT.❑ D ° 1 Re' Icing Stee18 estmssing i Tendons I EXIST. T� O � 2. INSTALL KITCHEN HOOD FIRE SUPPRESSION SYSTEM 849 TYP J I---F---I ❑ EXAM _ s ; PER SEPARATE SECTION 212300 sm�ctursly�®iding 850 ° 2. SEE SHEETS M-1, M-2, M-3 AND E-1 FOR MECHANICAL �' High-StrenghtBolting TYP 2n 3 �� Qos ♦ ❑ Structural Masonry ♦ I PLUMBING AND ELECTRICAL WORKS. 853 sw ❑ Reinforced Gypsum Concrete ABOV { �7 ♦ I� c 2 1 ( I♦� � I � insulating Concrete Fill `�- Spray Applied Fill sistive Material 99 Po� PROJECT / PiNngs,Drilled Piers �,P° SITE ' ' INTERIOR FINISHES NOTE: Shotcrete TIGARD ` ` j ` ` ` CONTRACTOR SHALL RE-FINISH CEILING, 13 Special Grading,Excavation and Filling 5 4/ ♦ WALLS AND FLOORING TO MATCH ❑pSmoke-control Systems AREA OF WORK THIS PERMIT j EXISTING. POLYMER FLOORING BY HTI ENLAR EDS 1 POLYMER, INC. TEL: (866) 930-8911 ===== MITCHELL C. SMITH, ARCHITECT FLOOR PLAN FOOD SERVICE & COOLER - EQUIPMENT PLAN��� SCALE: 1" = 20'-0" ALTERATION SCALE: v4 = 1'-0" fir` FOOD SERVICE EQUIPMENT LIST �,�`�'� BUILDING DATA EQ NO QTY DESCRIPTION SUPPLY/INSTALL REMARKS OPERATION NOTE ITCH 52$ 004 1 HAND SINKS WITH KNEE VALVE S.0.1.C. SUPPLY BY OWNER, INSTALLED BY G OPERATION NOTES FOR FOOD SERVICE: / \ CONSTRUCTION TYPE' V-B FULLY SPRINKLERED 809 1 DOUGH PRESS W/CORD SET 1.EXISTING FOOD SERVICE WILL BE SHUT DOWN COMPLETELY.CONTRACTOR SHALL PROVIDE S TTL �y 1/4"LONG MTL 1 813 1 PIZZA PREP TABLE SELF-CONTAINED W/;iN�_LF ELECTRICAL POWER FOR THE TEMPORARY HOT-DOG CART AT THE FOOD COURT BY OWNER, HUGGERS"AT 815 1 PIZZA PAN RACKS REVIEW ELECTRICAL POWER REQUIREMENT WITH STORE MANAGER PRIOR TO CONSTRUCTION. OF O l 10 DEGREES } OCCUPANCY GROUP: MERCANTILE 817 1 HOOD PACKAGE S.O.I.C. SUPPLY BY OWNER, INSTALLED BY G 819 1 PIZZA SAUCER DEMOLITION KEY NOTES MulvannyG2 Architecture: METAL INSULATED PANEL(SIO) TYPICAL END TOTAL BUILDING FLOOR AREA' 145,824 S.F. (REMAIN UNCHANGED) 821 1 STACKED CONVEYOR OVEN XLT 3870 S.O.I.C. SUPPLY BY OWNER, INSTALLED BY G re rights reserved.in any.form ymoanswit omay be ut 836 1 BEVERAGE COUNTER reproduced n any form m by any means without SCALE:NTS permission in writing from MulvannyG2 Architecture. 844 2 CARBONATORS GC NOTE: AUTOMATIC FIRE SPRINKLER & FIRE ALARM' YES 845 1 SYRUP RACK PACKAGE ❑1 SALVAGE/RELOCATE SODA, ICE DISPENSER AND CONDIMENT COUNTER Q DATE DESCRIPTION CONTINUOUS SEALANT 846 2 SODA&ICE DISPENSER S.O.I.C. SUPPLY BY OWNER, INSTALLED BY G ❑ DEMOLISH PARTIAL WALL, REMOVE AND RELOCATE EQUIPMENT. 7-28-15 OWNER REVISION COOLER 847 2 ICE MACHINE S.O.I.C. SUPPLY BY OWNER, INSTALLED BY G 2 9-16-15 PERMIT SUBMITTAL BY OWNER FRPP FULL HEIGHT CITY OF TIGARD ADOPTED CODES' 848 2 CONDIMENT COUNTER ❑3 DEMOLISH ENTIRE WALK-IN COOLER 3/4"CHAMFER FRPP 2014 OREGON STRUCTURAL SPECIALTY CODE 849 2 CONDIMENT DISPENSERS(4 PUMP) WITH LOCKABLE ASSEMBLY WHERE 850 2 CONDIMENT DISPENSERS(CRANK) WITH LOCKABLE ASSEMBLY ❑4 REMOVE PARTIAL WALL FOR DOOR INSTALLATION POLYMER BASE INTEGRAL 3 1/2" OCCURS 5/8"GYPSUM FIBER PANEL 852 2 STRAW DISPENSERS WITH FLOORING-EXTEND DOUBLE 853 4 CUP LID HOLDER MOUNTED ON WALL a REMOVE SUSPENDED CEILING, INCLUDE LIGHT FIXTURES, MECHANICAL DUCT, OVER TOP OF CURB STUD 3-5/8"METAL STUDS 854 1 NAPKIN DISPENSER(CASE OF 6) MOUNTED ON WALL DIFFUSERS AND EXHAUST HOOD,AND WALL FINISHES ° d ( 862 1 TRANSITION TABLE CONTINUOUS#4 FRPP EDGE MOLD W HN12" MAXIMUM AND ° N N FINISH KEY NOTES CONTRACTOR NOTES WITHIN 12"OF CORNE °' e A. 3/8"RADIUS, MINIMUM TYPICAL `o r 2" J 51/2'. CONTINUOUS SEALANT THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. a a MIN L CART RAIL WHERE OCCURS MIN PATCH POLYMER FLOORING TO MATCH 1. DO NOT INTERRUPT ANY SERVICES(WATER, PLUMBING, FIRE SPRINKLER, ETC.)WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. ° �o F1 EXISTING 2. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE FIN FLR= , 'L-SHAPED' 16 GA SATIN 'U-SHAPED' 16 GA SATIN POLYMER BASE SPRINKLER OR FIRE ALARM SYSTEMS. PROVIDE FIRE-WATCH AS REQUIRED BY THE JURISDICTION. FINISH STAINLESS STEEL FINISH STAINLESS STEEL INTEGRAL W/FLOORING- 3. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. AVOID CUTTING EXISTING CONDUIT OR PIPE EMBEDDED WITHIN FLOOR SLAB OR 3/8"RADIUS, MINIMUM DIRECTLY BENEATH FLOOR SLAB, LASER SCAN OR SIMILAR METHOD SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CUTTING CONCRETE FLOOR. 95-1840-20 OAT CORNER ©AT WING WALL 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. PM: KEN WONG FIN FLR= DEFERRED SUBMITTAL 5. WHEN CUTTING AND PATCHING,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAL/POSSIBLE, NEATLY T z DRAWN. DRILL AND EPDXY W/HILTI 500 T 0 '0 ° ° ° ° = SIZE REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. ADHESIVE EMBED, SPECIAL - ° 6. WHERE EXISTING CONSTRUCTION IS REMOVED,CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING INSPECTION AS REQUIRED BY NOTE: ° °° THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS,CEILING LINES,TOP OF BASE, ETC. BUILDING INSPECTOR(TYP.) EXTEND CORNER GUARDS TO FINISH FLOOR WHERE POLYMER BASE OCCURS LINO 7. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. FLOOR PLANS, FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED ADHESIVE TO WALL THE SUBMITTAL DOCUMENTS. OPERATIONAL PHASING NOTES DETAILS & NOTES POLYMER CONCRETE SEE A5 SERIES FOR LOCATIONS POLYMER FLUSH 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES.THE CONTRACTOR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION CURB INSID�EC�O OLER CORNER GUARDS C G BASE AT STUDS THE FOLLOWING IS DEFERRED SUBMITTAL: 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS,METHODS OR TECHNIQUES. ❑ FIRE SPRINKLER SYSTEM 16 SCALE: 3" = 1'-0" 0212 1 SCALE: 3" = 1'-0" 1 SCALE: A1 . 01 i F I t PRE-ENGINEEREDTIGARD, OREGON LOCATION #111 cbww ALTERED WALK-IN 7850 SW DARTMOUTH 17 COOLER CROSS TEES AT 2' 0"OC : 201 TIGARD, OR 97223 MAIN TEES AT 4'-0"OC I SIM. 18 16 i 201 A201 COSTCO I s WHOLESALE F - - - - I CORPORATION 999 LAKE DRIVE FOOD SERVICE ISSAQUAH, WA 98027 WORK AREA T: 425.313.8100 zo www.costco.com N FOOD PREP. C? WORK AREA N Q 1101 Second WSeattle, 98101 Z Q a- 2069626500 t • • • • MG2.corn ------------alp--- --------q � I i i Q i 9 i u i it I i n u I i n u i i n I n i i n u i 6 i 8 PIZZA HOOD i I EXHAUST I 19 DRAWING INDEX 11�1201 & SUBMITTAL i i 0 ARCHITECTURAL (COVER SHEET) o A101 FLOOR PLANS, DETAILS&NOTES A201 CEILING PLAN&DETAILS C? ALTERED L� FOOD PREP. STRUCTURAL WORK AREA S1.1 FOOD SERVICE HOOD REMODEL U) 11 j S2.1 LIGHT GAGE FRAMING DETAILS&SECTIONS a MECHANICAL & PLUMBING M-1 PARTIAL FLOOR PLAN, FOOD SERVICE HVA( PLANS,GAS CALCULATIONS, NOTES,AND HVAC LEGEND M-2 FOOD SERVICE WASTE&VENT AND PLUMBING DEMO PLANS, FOOD SERVICE WASTE&VENT AND PLUMBING PLANS, DETAILS,AND PLUMBING LEGEND j M-3 DETAILS AND SCHEDULES 2'-8 1/2" PANELS AT 4'-0"= 16-0" 2'-6" I lo ELECTRICAL 1 g E-1 PARTIAL FLOOR PLAN, FOOD SERVICE- A201 POWER PLAN&LIGHTING PLANS, PANEL SCHEDULE, LEGEND, DETAILS ND NOTES SIM. PARTIAL ENLARGED CEILING PLAN SEPARATESUBMITTAL BY OTHERS - COOLER SHOP DDRAWIRAWING&LOAD CALCULATION BY SCALE: 1/4" – V-0" CUSTOM COOLER, INC. PERFORMANCE SPECIFICATION SECTION 211300 FIRE SUPPRESSION SPRINKLER SYSTEMS BY TELGIAN CORPORATION PERFORMANCE SPECIFICATION SECTION 212300 WET CHEMICAL FIRE EXTINGUISHING SYSTEM BY TELGIAN CORPORATION KEY PLAN 1/2"THREADED ROD W/1/2"HEAVY V-4" EXHAUST OUT TO FAN DUTY NUT AND WASHER ABOVE ON ROOF, 1-HR UL FIRE AND BELOW SUPPORTING PLATES RESISTIVE DUCT-SEE AREA OF WORK /UNISTRUT-SEE STRUCT-BY MECH DWGS MECHANICAL CONTRACTO ENTAL I RANCE, MITCHELL C. SMITH,ARCHITECT _ w o � w A� 5287 SUSPENDED ITCHELL .� NON-CON BUSTABLE AC-4 1 AC01JSTICAL MATERIAL. t� �� C EXHAUST HOOD-SEE 0"CLEARANCE PERMITTED 6 MAXIMUM OUT OF PLUMB 1:6-IF GREATER EQUIP LIST ON Al 01 817 PER VFPA 96 0 '� MINIMUM 12 GA WIRE PROVIDE COUNTER-SLOPING WIRES �7 8 4'-0"OC, MAXIMUM STUD BEHIND TRIM MAXIMUM HEAVY DUTY SYSTEM 6'-8"AF ©MulvannyG2 Architecture: SPREADER BAR All rights reserved.No part of this document may be 5/8"GYPSUM FIBER PANEL W/TAPED FINISHED JOINTS FASTENERS AT 12"OC,MAX,TYP 3/4"MIN MINIMUM(3)TURNS IN 1-1/2" MAIN RUNNER reproduced in any form or y any means without 7 AT 4'-0"QC, MAX permission in writing from MulvannyG2 Architecture. ,;4 MA UND=RSIDE OF Q DATE DESCRIPTION PER REFRIGERATIONILI I I aj ( EXHAUST HOOD _ _ 7 28 15 OWNER REVISION TOP OF COOLER PIZZA OVEN SEE OR FREEZER = EQUIP LIST ONA101 821 9-16-15 PERMIT SUBMITTAL BY OWNER _. x ` ( 1/2' LAY IN BOARD, SEE CROSS TEE POP RIVET LD CONTINUOUS SEALANT STAINLESS STEEL WALL PANEL ROOM FINISH SCHEDUL W COOLER WALL OR ARMSTRONG MIN z NOTE: I I SST PANEL ON GFP CEILING MEMBERS MAY BE ATTACHED FRPP FULL CONT SEALANT 10'2" CEILING WHERE OCCURS BERC2 CLIP v TO NO MORE THAN(2)ADJACENT WALL HEIGHT 17 SST PANEL-FULL HT ( NOTE: AFF (TYP.) 201 OF WALL,SIM COMPLY NFPA 96 FIGURE A POLYMER—\ (VFY.) 18 ©EDGE TRIM ©PANEL JOINT OINSIDE CORNER OUNATTACHED WALL ©MAIN RUNNERS & CROSS TEES @ATTACHEDWALL I 4.2(d)W/LIMP-ED COMBUSTIBLE 201 WALLS WITH 3"CLEARANCE AND SUSPENDED TEE PARALLEL TO ( I NON-COMBU;)TIBLE CEILING PARALLEL TO MAIN RUNNER, MIN(4)TURNS N 12 GA WIRE,TYPICAL IN 1-1/2" I , I ° •a • GRID CEILING P.� CROSS TEE FJ • 45°M • ° NOTE: NOTE.- METAL EDGE"L" 15 TYPICAL AT ALL PANEL JOINTS- FOR ADDITIONAL NOTES SEE CONTINUOUS 601.1 INSTALL FULL BED OF SEALANT IN STRUCTURAL DRAWINGS _a • ° 95-1840-20 SEALANT TRIM PIECE,AND THEN PUSH PANEL PARALLEL TO 16 ( 20 POLYMER ON I FIN FLR= '• b o COOLER OR CURB, INTO PLACE FOR FULL EMBEDMENT MAIN RUNNER 101 201 CONC CURB � — PM: KEN WONG 0'-0" FREEZER SIM 45.4f CURB I DRAWN. PARALLEL TO CROSS TEE 2„ DRILL AND EPDXY W/HILTI 500 CEILING PLAN VERTICAL STRUT COMPRESSION POST TO NOTE: ADHESIVE EMBED,SPECIAL (�)CURB (�)OUTSIDE CORNER STRUCTURE ABOVE 12'0"OC EACH WAY, SEISMIC BRACING ONLYe d ° d __ FIN FL4_$� INSPECTION AS REQUIRED BY & DETAILS START 6'-0"MAXIMUM FROM EDGE OF CEILING REQUIRED IN SEISMIC ° , d ° 0.0 BUILDING INSPECTOR(TYP.) AROUND PERIMETER-SEE STRUCTURAL OSEISMIC BRACING CATEGORIES D, E&F , 4 A A e d n , ° dw A a CEILING AT COOLER WALL STAINLESS STEEL PANEL JOINTS SUSPENDED TEE GRID CEILING AT PIZZA HOOD CONCRETE CURB AT PIZZA OVEN 16 SCALE: 1-1/2" = V-0" 0415 1 SCALE: 6" = V-0" 1113 1 SCALE: 3" = 1'-0" 0213 19 SCALE: 3/4" = V-0" 0415 20 SCALE: 3" = 1'-0" 1212 A201 LO W t- v Q N 00 ..I r o COSTCO - TIGARD m 1850 SW DARTMOUTHZ)co TIGARD , OR 97223 a- m 0 X000 U_ mm m GENERAL NOTE (n Cn U) REMODEL O THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST EDITION. z 1. DESCRIPTION Building Name&Site Location-Costco Wholesale-Tigard, OR 2.DESIGN CODE AND STANDARDS Applicable Code (Edition/Name)-2012 International Building Code(IBC) w Other documents referenced by these notes shall be the specific edition referenced by the 2 0 building code specified above, or if not specified, shall be the latest edition. S2.1 Code supplement& Date- 12'-0" 3.DESIGN LOADS 2 (E)4"x 16GA TO BE REMOVED a. Ceiling Live Load 200 Ib. point load ---q _ b. Seismic Ss = 0.978, S1 = 0.424, le = 1.0, Site Class "D" and -'- SDS = 0.723, SD1 = 0.445. (N)HEADER `----- Z Risk Category II 0 Seismic Design Category = '1J" f W Basic Seismic Force STRIP (E)G.W.B.AND (E)WALL TO BE REMOVED Resisting System(s)= CFS wall system using flay strap bracing. AND ADD BRACE j LU CS=0.181 (ULT), R =4. Equivalent lateral force procedure was used. I c. Load Combinations All Code required load combinations are to be used in the building design. 0 Z_ OSHA STANDARDS (E)2"x 16GA THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CEILING. BRACE CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY (E) 8"x 1 5/8"x 16GA JOIST NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) o SCREW ANCHORS: --------------- - - - - F CONCRETE HILTI KWIK HUS-EZ(KH-EZ)AND HUS-EZ I (KH-EZ 1)PER ESR-3027 z CMU HILTI KWIK HUS-EZ (KH-EZ)PER ESR-3056 Q / u1 / i ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318-11 = SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318- 11 SECTION D.9.2.2. (E)2 x 16GA CEILING. BRACE FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED T AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS M MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR �. '°' z m ��- j c0 APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESRto REPORT. 3 11 LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) / S2.1 _ �s� ��� a- �..�.-..�... a �. w SPECIAL INSPECTIONS -" INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT.AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS (E)8"x1 5/8"x 16GA JOIST CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. "' ` PROVIDE BLOCKING LIGHT GAGE STEEL (N)8"x 5/8"x 16GA JOIST ATTAC TO(E).JOI 3T THUS: ][ TYP. EA SIDE FRAMING: VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. (E)2"x 16GA CEILING. BRACE SPECIAL CONDITIONS w (E)8"x1 5/8"x 16GA JOIST CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL Q (N)8"x 5/8"x 16GA JOIST ATTACH TO(E).JQI T THUS:][ J STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO U) U5 INSTALLATION. w ----\® (E)4"x 16GA BRACE W a !P(E)8"x1 5/8"x 16GA JOIST W co NOTE TO MECHANICAL AND ELECTRICAL TRADES �G (N)8"x5/8"x 16GA JOIST ATTACH TO(E). JOI T THUS: ][ : z (3 a CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY (E) BEARING WALL TO BE REMOVED. p W 0 C MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL PROVIDE SHORING BEFORE REMOVING U) W BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS n N NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR u SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE (N) REMOTE CONDENSER rCD CD D co SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN r__ @ 193#MAX. EA `o! OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. 2 I I j �j- O m E LL o ABBREVIATIONS F.O.W. FACE OF WALL STL. STEEL S2.1 7 L ti 12 ARCH. ARCHITECT FTG. FOOTING SW SHEARWALL S2.1 w (E) DECKING Q N c GA. GAGE SYMM. SYMMETRICAL o O °� BAL. BALANCE Q -___.- E WATER HEATER C s � � B. OR BOT. BOTTOM GALV. HOT DIP GALVANIZED T. TOP 2 = 1 -- -� - 1000#MAX. '� v BTWN. BETWEEN G..B. GYPSUM WALL BOARD T..B. TOP OF BEAM N ( W 04 ~ BLDG. BUILDING H. OR HORIZ. HORIZONTAL T..F. TOP OF FOOTING U ~� °- BRG. BEARING I.B.C. INTERNATIONAL T..S. TOP OF STEEL 4 z (E)TRANSFORMER C.I.P. CAST IN PLACE BUILDING CODE TOP OF SLAB z r--L @ 350#MAX. C.J. CONSTRUCTION JOINT I.C.C. INTERNATIONAL CODE T..W. TOP OF WALL S2.1 (E)REMOTE CONDENSER C.L. CENTERLINE COUNCIL TYP. TYPICAL - J� @ 100#MAX. EA CLR. CLEAR LF INSIDE FACE U.N.O. UNLESS NOTED 5 CMU CONCRETE MASONRY INC. INCLUDING OTHERWISE r p�` --1 (N) REMOTE CONDENSER UNIT K KIP (1000 POUNDS) V.E.F. VERTICAL EACH FACE (N) 8"x 1 5/8"x 16G �1 f'� @ 193#MAX. EA COL. COLUMN L.W. LONG WAY VERT. VERTICAL JOIST @ 16"oc I ! I M.B.S. METAL BLDG SUPPLIER V.F.F. VERTICAL FAR FACE ---1 CONC. CONCRETE -- C.S.J. CLOSURE STRIP JOINT N.F. NEAR FACE VFY VERIFY EA. EACH N.T.S. NOT TO SCALE V.I.F. VERTICAL INSIDE FACE E.E. EACH END oc ON CENTER V.N.F. VERTICAL NEAR FACE (N)22GA 1 1/2 "TYPE E.F. EACH FACE O.F. OUTSIDE FACE V.N.F. VERTICAL OUTSIDE 'B'ROOF DECK /4t (E) E.J. EXPANSION JOINT O.S. OUTSIDE FACE EL. OR ELEV. ELEVATION O.T.O. OUT TO OUT w/ WITH OVERLAP (E) DECK 4"x 16GA BRACE E.N.W. OR ENW ENGINEERS QTY. QUANTITY w/o WITH OUT AND (N) DECK 18". TO REMAIN NORTHWEST REINF. REINFORCING W.H.S. WELD HEAD STUD ATTACH TO JOIST AND EQ. EQUAL REM. REMAINDER @ CL AT CENTER LINE HDR PER DTL 1/S2.1 E.S. EACH SIDE R.O. ROUGH OPENING ------ _ _ _------ E.W. _ _E.W. EACH WAY SECT. SECTIONS F.O.C. FACE OF CONCRETE SIM. SIMILAR F.O.S. FACE OF STUD S.J SHRINKAGE JOINT J Q _ JOIST BRACING FOOD SERVICE W O N M 73LIGHT GAGE & MISC. PARTS SCHEDULE CEILING FRAMING PLAN W O SCHEDULE 1/4" 1'-0" ry 2 NOTES: = J JOIST SPAN TOP AND BOTTOM FLANGE MINIMUM PROPERTIES *APPROVED SUPPLIERS&THEIR 1.) ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW(N). 0 W O� BRACING ITEM CALLOUT CALLOUT FOR THESE ITEMS 2.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 0 V Q O NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN UP TO AND INCLUDING 10' NONE (K.S.i.) I(in.Fy 4) S(in.3) A(in.2) ry SSMA I.C.C. ESR-3064P ON PLANS AND SECTIONS.VERIFY EXISTING FRAMING ORIENTATION W � [� 3.) VERIFY ALL DIMENSIONS w/ARCH. 0� 4.) VERIFY LOCATION AND ALL DIMENSIONS w/ARCHITECT. Uj U) �Qn 10UP TO AND INCLUDING 14 ONE ROW AT MID-SPAN C12 HEADERS** (2) 12"x 1 5/8"x14GA. 50 36.80 5.29 2.24 1.44 (2)1200S162-68 (50ksi) 5.) SCREWS ARE NOT TO BE SUBSTITUTED FOR THE WELDS SHOWN. 0 14'UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS (22-8" MAX. SPAN) 6.) X-BRACES OR G.W.B. WALLS SHOWN THUS: ><&NOTED AS QARE PER ELEVATION O Q V 2/S2.1 &WALL BRACING SCHEDULE. _ 0 U) CEILING JOIST** 8"x 1 5/8"x 16GA. 50 5.74 1.43 0.67 0.54 80OS162-54 (50ksi) 7.) SEE THIS SHEET FOR LIGHT GAGE FRAMING PARTS SCHEDULE. O 00 18'UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS 8.) CEILING STRAPS SHOWN THUS: ><& NOTED AS O SEE"CEILING LIJ U O BRACING SCHEDULE" FOR SIZE ON THIS SHEET. o NOTE: WALL TOP TRACK**(U.N.O.) 3 5/8"x 1 1/4"x 16GA. 50 0.72 0.38 0.35 0.37 362T125-54(50ksi) v 1.) USE 1 1/2"x 16GA. FLAT STRAP ON TOP& BOT. OF JOIST. OMIT TOP o STRAP IF DECK OCCURS. OR 1 1/2"CRC ON TOP OF JOIST. FASTEN W ca TO EA. JOIST w/2 SCREWS. WALL BOT. TRACK**(U.N.O.) 3 5/8"x 1 1/4"x 16GA. 50 0.72 0.38 0.35 0.37 362T125-54 (50ksi) 2.)SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 0 0 3.) SEE SECT. 1/S2.1 FOR DETAILS AND EXCEPTIONS. O WALL STUDS 3 5/8"x 1 5/8"x 20GA. 33 0.55 0.30 0.26 0.61 362S162-33 Q 00 L6 1 1/2"x 20GA. BRACING 1 1/2"WIDE x 20GA. FLAT STRAP ALT. 33 --- --- --- --- --- THICKNESS OF STEEL STRAPS (HORIZ. IN WALLS) 1 1/2"x 16GA. C.R.C. 00 WALL BRACING SCHEDULE 16GA STRAPS(DIAGONAL IN WALLS) WIDE x 16GA. FLAT STRAP 50 --- --- --- --- SEE WALL BRACING SCHEDULE z COMPONENTS 1 W z GAGE TO MATCH SUPPORTED 1 STRAP NUMBER OF SCREWS w z CD 2"x 2"ANGLE 33 MARK HOLDOWN U) GU � GAGE DESIGN THICKNESS MINIMUM THICKNESS z MEMBER GUSSET TO T. &B. GUSSET TO DBL. 0 (50 k.s.i.) TRACK STUDS GUSSET TO STRAP AREA OF I M 22 .0283 .0269 VERCO TYPE WHEELING TYPE CEILING BRACING WORK I I q ROOF DECK 1 1/2" DEEP x 22GA. TYPE"B" 33 0.175 0.184 --- --- HSB-SS I.C.C. HS BW I.C.C. 1O 1/2" G.W.B. 2.) NONE UNBLOCKED SCREW @ 7"oc EDGES&7"oc FIELD L J 20 .0346 .0329 ER-2078 ESR-1116 18 .0451 .0428 SCREWS #8-18 x 1" HWH#2 PH#2 w/5/16"0 MIN. SCHEDULE O 2"x 16GA. S/LTT20 8 18 10 JOB NO: 93085018 rn (MTL. TO MTL.) OR HILTI HEAD NOTE: -_ ENGINEER: M. OREJUELA NUMBER OF SCREWS 0 16 .0566 .0538 1.) SCREWS MUST BE PLACED AT LEAST 3/4"APART AND MUST BE 3/4" FROM EDGE OR END OF ALL STRAP/CRC 0 SCREWS (G.W.B. TO MTL.) #10-24 x 1 1/2"PWH#3 HILTI MARK (50 k.s.i.) GUSSET TO GUSSET TO METAL PIECES. DRAWN: A.ARJONA v 14 .0713 .0677 TRACK STRAP STRAP SPLICE 2.) G.W.B. REPLACES DIAGONAL STRAP BRACES. co WALL& BOTTOM TRACK #DS37P10 (0.177"0 X 1 1/2"LOW o KEY PLAN DATE: 08-05-2015 0 12 .1017 .0966 HILTI I.C.C. ESR-1663 A 1 1/2"x 16GA. 2 2 2 LO 00 ANCHORS VELOCITY DRIVE PINS H O L D O W N SCHEDULE CD 10 co .1240 .1265 UNISTRUT P1001 O 2"x 16GA. 3 3 3 N.T.S.LO SHEET NO: Cl)00 1 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. OC 3"x 16GA. 4 4 4 HOLDOWN ANCHORS SCREWS °' 2 MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS NOTES: NOTES: i�E°' THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE 1.) * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. S1 . 1 1.) SCREWS MUST BE PLACED AT LEAST 3/4"APART AND MUST BE 3/4"FROM 1/2"0 SIMPSON TITEN HD(EMBED 3 1/4") BASED ON SECTION A2.4 OF THE 2007 A.I.S.I.CODE. **THESE JOIST&TRACK MEMBERS TO BE UNPUNCHED. SIMPSON S/LTT20 8#10 2.) SINGLE FRAMING MEMBER SHOWN THUS: EDGE OR END OF ALL METAL PIECES. INSPECTED INSTALLATION I.C.C. ESR 2713 3.) DOUBLE FRAMING MEMBER SHOWN THUS: (U.N.O.) 2.) SEE SECTION 1/S2.1 FOR BALANCE OF INFO. ROOF DECK PER SCHEDULE BELOW RIM JOIST OR TRACK @ WHERE SHOWN ON PLAN. FASTEN DECK CL OF STRAP TO 16GA. GUSSET PL SIZE CEILING JOIST LEVEL SEE CLIP FLANGES OFF& LAP TOP TO ALL SUPPORTS w/(4) 3/4"0 VISUAL INTERSECTION OF DETERMINED BY NUMBER OF SECT.4 & 5/S2.1 STOP "' TRACKS TYP. 4 SCREWS MIN. (1/2"0 NET FUSION) PUDDLE WELDS TO TYP. CEILING JOIST PER PLAN DOUBLE STUD& SCREWS SEE SCHEDULE X-BRACE/STRAP @ TOP OF w N SUPPORTS PER SHEET w/BUTTON (MAX. JOIST SPACING =48"oc) TOP TRACK TYP. CEILING JOIST OR @ TOP OF ❑ co (2) SCREWS @ PUNCHES @ 24"oc @ SIDE LAPS OR#12 T &B EXTEND TO ADJACENT WALL TRACK OF WALL AS SHOWN 16"oc TOP& I TAMPER PROOF SCREWS EA. FLUTE AT UNLESS BRACE OR PLYWOOD LENGTH THIS HERE. BOT. @ HEADER SUPPORTS w/BUTTON PUNCHES @ 24" CALLED OUT ON PLAN oc. PARALLEL TO FLUTES, PROVIDE FASTENERS @ 6"oc NEW CEILING JOIST PER PLAN J BEARING HEADER �� ,�; II{Ir \ DOUBLE STUD J_ TOP TRACK II II •• .: .Il �lf. I PER SCHEDULE "�� �� I HOLD 16" M fi h tl I TYP. EA. END DOUBLE STUDS N F– �� „ iii „ CL SYMM. II fl, II II I OF WALL TYP. @ HOLD z 16GA. TRACK(U.N.O.) N, EA. END r m O LAP HEADER n . (1 I BLOCKING REQUIRED AT OVER 2 JAMB CONT.JOISTS. PROVIDE �i (U SIMPSON HOEDOWN, DOWN STUDS w/4 CL STUD II ANCHORS&SCREWS 2 x 2' ANGLE E.E.w/3 I `� DIAG. STRAPS p U �J : �. II 5/8" MIN. PLYWOOD. PER SCHEDULE t F- �, SCREWS TO - - �� I I EA. STUD EA. SCREWS PER LEG �� PER SCHEDULE 11 11 II II BLOCKED SCREW PER + Z z .oeH H I ❑ "1 I DO NOT SPLICE) h SCHEDULE (U.N.O.). 2-ROWS#8 SCREWS @ w O I SIDE (8 TOTAL) .� ( II t1 II :.I n m v ( * 1 I 11 BLOCK ALL EDGES. 12 oc EA. ROW TOP& BOT. w w [If � I r * HOEDOWN �: . n h n 1 O O O I f r BLOCKING 1 _ _ w w w ROUGH 1 ( SEE TYP. BLOCKING �i NOT SHOWN PER SCHED. C) F- �_ F- � I . OPNG. fi I DETAIL FOR ANGLES + HERE FOR EA. END SEE q : U : U . U. . I y it II.. . '11. I( I r + DTL. "2a" II STUD WALL Z) Z) � I r CLARITY N N u . .. II EXIST. JOIST U) U) U) �I 20GA. CLOSURE „ �� H I I i TRACK AS PER PLAN fl II . fl REQUIRED II 11 fi n.. t1. I O SINGLE WINDOW _ R I 4 OL.. z ' ! p ,'moi)•O b • ' � •'4. R �_� a ,' SILL TRACK 16GA. I DRIVE PINS @ 24"oc ( @ SHEARWALLS TYP. 3 SCREWS 2 SCREWS @ 48"oc TYP. STUD TO STUD BO w WEENA ACEOTRACK TYP. TTINUOUS TYP. "X" BRACED SHEAR WALL ELEV. Lj PERPENDICULAR WALLS / TYP. P LYW D. SHEAR WALL ELEV. SEE SCHEDULE ❑ NON LOAD BEARING HEADER LOAD BEARING HEADER NOTES: 1.) BRACES MUST BE TIGHT&STRAIGHT. NO SLACK ALLOWED TWN. STUDS. TYPICAL WALL HEADER DETAIL TYPICAL JOIST OVER INTERIOR WALL 2.) PL WOOD MUST RUN FULL HEIGHT TO CEILING JOIST WHERE HEADERS NOTED ON THE PLAN AS"HDR."ARE BEARING HEADERS &ARE NOTED AS SHEAR WALL. Z NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO ELEVATION DETAIL SECTION 0 THE JOISTS ARE NON-BEARING(U.N.O.) z N.T.S. SEE SCHEDULE FOR LOCATIONS _ _ 1 1/2" 1-0 � 1 1/2 V-0" W BLOCKING w PER TYPICAL DETAIL 10 x 10 x 16GA. GUSSET @ Z LOCATE PER �� �� STRAP w/4 SCREWS EA. PLANS MEMBER (MIN.)THIS GUSSET PER ARCH. SCREWS @ 16"oc TO I + TYP.WHERE STRAPS END �---- -- -- PER ARCH. NEW SLAB EXIST. SLAB � D ALL WALL TRACKS r * " r * LIGHTLY GREASE DOWEL r + SOLID BLOCKING THIS SIDE PRIOR TO SOLID BLOCKING #10 SCREW TOP&BOT.TYP. POUR&AFTER EPDXY 2"x2" ANGLE CEILING 1" r * „ STOP WALL TO EXIST. SLAB EXIST. SLAB JOIST DEPTH LESS ��� r * „ �� \ „ STOP WALL CONT.JOIST SCREWS @ 3"oc TO ALL c� O CEILING JOIST PER X-BRACE STRAP 0O W/(3) SCREWS EA. �,�� g �„ X-BRACE STRAP PLAN ALIGN w/STUDS. @ TOP OF NEW 6"CONCRETE z BLOCKING PANELS THRU lo, � �� „ TOP & BOT. STRAPS FACE TYP. (U.N.O.) 5Q Qom$' �„ - „ . @ TOP OF CEILING JOIST. NO CEILING X-BRACE SLAB ON GRADE w/#4 SCREWS @ 16"oc IN, - CEILING JOIST. NO CEILING X-BRACE CLIP X-BRACE ABOVE PER PLAN @ 18 oc EA.WAY @ CL � CONT. STRAPS TOP &BOT. OF I ��• „r 1 @JOIST OVER \�� FLANGES X-BRACE ABOVE PER PLAN 2#8-20 W WALL(SEE PLANS J� & LAP TOP ( PER PLAN PER PLAN VFY. CEILING JOISTS @LOCATIONS r * SCREWS @ _ �\ I „� FOR LOCATIONS) TRACKS --- -- 1 -- Q PER JOIST BRACING � I � * �r� � � EA. STUD TO MATCH EXIST. _ _ SCHEDULE", STRAPS 24 „ TYP. 16GA. UNPUNCHED a - - - - _ TRACK w/4#10 CEILING JOISTS � MIN.w/2 ROWS SCREWS @ 4"Oc G.W.B. PER @ EA. ROW(6 PER LAP)SEE NOTE c r * ♦ �, I r ARCH. SCREWS @ EA. STUD (i-Q�M * r Q o a_ -_` c? BELOW „�" „„ i� °aoo 00 �o 00 o C� u- z -_ i „ \ /%lo, NOTE: o 000o0 0 00 000 o W f o „ SOLID BLOCKING END „ „" + r „ STUDS NOT DIAGONAL BRACING DIAGONAL BRACING COMPACTED ,,,—„ ,—,,, �— �� ti 0 �` w @ „ +I (� SHOWN FOR STRAP/G.W.B. PER SHEATHING PER ARCH. STRAP/G.W.B. PER SHEATHING PER ARCH. SUBGRADE BY �I I� (I I) �I I I II I II I II I II I(III 5/8”x 9"SMOOTH ROUND "-`y w „ TWO CEILING JOIST �� I- CLARITY PLAN &SCHEDULE O PLAN &SCHEDULE O OTHERS DOWELS @ 18"oc. EPDXY TO S� �'� a. SPACES @ EA. STRAP i > X OPEN RUN, SAME GAGE&SIZE EXIST. SLAB w/HILTI HIT-HY w �i 200-R ADHESIVE. EMBED 4 1/2" II �i AS CEILING JOISTS. w/SPECIAL INSPECTION, ORIENT PROVIDE TWO SPACES i 16GA. TRACK CONT. (U.N.O.). PROVIDE SHEATHING OF SOLID BLOCKING 2"x 2"x 20GA.ANGLE E.E.w/3 SCREWS PERPENDICULAR TO EXIST. @ EA. SIDE PER SECT. 1NS2.R SLAB SAW CUT EDGE AND LEVEL w/HORIZONTAL PLANE EA. END OF JOIST RUN & PER LEG @EACH JOIST Q SCREWS @ EA. Q�Q- @ 20'-0"Oc MAX. r CEILING JOIST BETWEENCONT. DIAGONAL BRACING STRAPS OR CRC PER r r "CEILING BRACING SCHEDULE"WHERE SHOWN ON T. & B. TYP. PLANS. TAKE ALL SLACK OUT OF STRAPS. NOTE: REMINDER PER SECT. 1/S2.1 RIM JOIST SPLICES USE 3"x 8"x 16GA.w/6 SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. (n W a TYPICAL JOIST BLOCKING & STRAP DETAIL TYPICAL JOIST TO RIM JOIST w/DIAGONAL STRAPS W U Z rn � — U CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. w CD _C � 00 REQUIRED IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT SECTION ~ Z REQUIRED IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. SECTION SECTION W cl)� N BOX HEADER BOX HEADER 0 3/4"= 1'-0" 3/4" = 1'-0" (TYPICAL SMALL SLAB REPLACEMENT DETAIL) 3/4"= 1'-0" t o 0 +.r N N x x --------- -------- O (n LL O. .x. x E ZL x x U) z 8, c x LLi ————————— —— ————— NOTE: ¢ L CONTRACTOR TO C 7E DOUBLE JOISTIOR 0 x O FASTEN EACH '� N r STUD EA. SIDE 2"x2"X0'-7"ANGLE 1 EA. CONDENSER LEG L r Lo r w/5 SCREWS SIDE w/5 SCREWS EA. TO$" PL FOR 200# W r r TRACK BLOCKING TO MATCH EA. STUD LEG MIN SHEAR (ASD) STRAP PER STUDS, PLACE @ 10'-0"Oc Up SCHEDULE MAX.ALONG WALL&@ EACH r END EA. SCREWS ND UPSTO TYPICAL CEILING HEADER CONNECTION EA. END.4 SCREWS TO STRAP EA. BLOCK PL TO 1/8 111-911 PER PLAN LASER r JOIST SPACING PER EDGE ' STUDS @ 16"oc OR 24"oc PLAN (24"oc MAX.) PIPE E.S. 1/8 111-411 12" MIN. 000 PLACE ONE STUD MIN. ' �'�0,- DIRECTLY BELOW EACH AROUND HOOD DUCT SHAFT ALL AROUND / JOIST. SINGLE JOIST vrve ANGLE 2"x2"x0'-7"�S BOT.TRACK PER SCHEDULE w/5 SCREWS EA. L SYMM. 1�PS�Rf: r 8' PL(ONE PIECE) WAY(6 PLACES) PIPE TO 36" MIN. SQUARE 185#MECHANICAL r (EXTEND 12 MIN. UNIT LOCATE PER DOUBLE JOISTS � A. OF 3 " DRIVE PINS @ 24"oc a USE (1) SCREWS FROM EACH ; JSTS. MIN. 1 1/2" PAST CONDENSER UNIT MAX. &6 MAX. FROM I i RIM. JOIST HEADER / EA. END OF TRACK, TRACK FLANGE TO STUD `fes EACH EA. SIDE OF DUCT. CCE TER PL ON A (U.N.O.) PROVIDE(2) FLANGES TYP. TOP&BOT. (* JOIST. � @ EA.JAMB EA. SIDE METAL CURB PER (!�TRACK BLOCKING EA. NOTE: SEAT STUD EB NOTE: JOISTS SIDE OF HOOD DUCT w/1 CONDITION AT DUCTS =a- _ MFR. ZO W W ❑ _ TIGHT TO TRACK WEB @ TOP ARE NOT TO BE 2"x2"x0'-7"ANGLE EA. END LARGER THAN JOIST SPACING & BOT. OF STUDS CUT FOR w/4 SCREWS EA. LEG INTO ~ O co INSTALLING BLOCKING &JOISTS. (E) DECK PER PLAN EXIST. S.S.R. DECK V CV DUCT WORK � 4 z•OC � � W O (� TYPICAL WALL, BLOCKING & STRAP DETAIL TYPICAL DUCT PENETRATION THRU CEILING FRAMING 06 a' 'l STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. NOTE: SEE ARCH. FOR LOCATIONS '01 J uj O 1 4"0 CONT. STD V Q TYPICAL LIGHT GAGE FRAMING DETAILS PIPE @4J" OC WEXTEND FLUSH W/ ❑ W> ❑ � 1 EA. PIPE PL EA. END (E)JOIST PER PLAN Ur W U) Q [)� 3/4"= r-o° TO PL 1/8 1.._9.. ; Z U) p C� 2 ❑ Lo F— oo EXIST. JOIST BOT. � O CHORD PIN U- O cli W LL P K-JOIST ST @15'0 ocIST. 0 NOTE: MECH. UNIT Q D EXIST. o SUPPORTS PER M.B.S. GIRDERco CONTR. TO INSTALL = N SECTION SECTION PERM.B.S 008 a; 1 1/2"= 1'-0" 1 1/2"= 1'-0" 3 a °o Lo Z 00 F- W co ii Z co U)0 91 N C O U O N JOB NO: 93085018 a, ENGINEER: M. OREJUELA 0 DRAWN: A.ARJONA cn0 U w DATE: 08-05-2015 0 Lo w C) SHEET NO: rn Lo co 0 M 0) NS2 . 1 N co co J DEMO EXIST. RETURN 2 GRILLES (TYP. OF 2) 1 1 z - --� - x , , , L- I INSTALL NEW RETURN GRILLE. w I j 1El MODIFY EXIST. RA DUCT AS REQ'D TO CONNECT. _ x --- L Lit (TYP. OF 2) U x (E)18/18 RG BALANCE EXIST. DIFFUSER-,", 24/24 RGFP — I I (E)1500 CFM , , AS SHOWN. 12"0 CDFP (TYP. OF 2) J (TYP. OF 2) I O 565 CFM (TYP. OF 3) LEM y` .d 1 x I I (E)260 > ca a ce I "J-p �� (E)260SEE DETAIL 12 I I F®� z 9 �� 0000Q; 71 (TYP.) ; , HI (E)5i5--CFM ( ) I - - - o F E F - v, I x I I I 12»0 (E)240 °�-� (E)VD I X DEMO EXIST. CEILING I I j• , (E)240 DIFFUSER. (TYP. OF 6) I I I II INSTALL NEW CEILING , E SEE DETAIL 16 19 x I I DIFFUSER. MODIFY EXIST. II 5 EXHAUST FAN SUPPLY AS REQ'D TO o-' / o ( 12/12 CD-4 i E 1 2 ' CD-4 CT CONNECT. (TYP. OF 3) I I " 12"0 UP 1TO 1UNIDTUON ROOF k: X X -- 1 CFM (E)12"0 � ( ) f�� d I i E)22 (E)565 FM 12"0 E) 2 ( „ (E)120 o (E)120 ° DEMO (E)EXHAUST FAN ONNO 99 CONNECT NEW 12/12 II REGULATOR - REDUCE ROOF AND (E)PIZZA HOOD. 22„� �� I: (E)12/12 EXHAUST DUCT RISER EXHAUST DUCT TO PRESSURE TO 100 j P.S.I. PROVIDE SIGN, TO REMAIN. FOOD COURT PIZZA 12 (E)12/12 DUCT. FIELD (E)18 4 / VERIFY SIZE AND LOCATION. PRESS REGULATOR. 12”0 AT HOOD. 1500 CFM (TYP. OF 2) 12"'0 12'0 14 �' HDS SEE DETAIL 42 E12 12 D 4 " HOOD EXHAUST Cj 12/1 2 CD-4 (E)16"0 (E)112/12 E 565 CI SEE DETAIL 19 22"o DUCT SENSOR I (, ) )565 CFM I INSTALL IN HOOD COLLAR - 1 SEE DETAIL 19 �'� WITHIN 4" OF HOOD CONNECT NEW 3/4 N2 DEMO EXIST. SUPPLY PIZZA OVEN 00 a o 001 (TYP. OF 2) Fw_ 3/4" N2 TO (E)3/4" N2 APPROX. DUCT AND DIFFUSERS IN ° ° ¢ HERE. FIELD VERIFY SIZE HATCHED AREA. (E)12"� EXHAUST HOOD 20"� 16/6 DN TO OVEN HOOD. FOR HVAC WORK IN THIS AREA AND LOCATION. I� SEE FOOD SERVICE HVAC 160 CFM (TYP. OF 4) zo PLANS ON THIS SHEET. FOR I ; SEE DETAIL cn 28/6 DN TO OVEN HOOD. PLUMBING WORK IN THIS AREA, O 350 CFM (TYP. OF 3) 0 O 19 SEE PLUMBING AND WASTE & SEE DETAIL /� t HCC SEE DETAIL 41 VENT PLANS ON HEET M-2. 19 , FIELD VERIFY LOCATION AND I �I E)3/4" AS I FOOD SERVICE CONDITION OF (E PRV, REPLACE „� NEW CONDENSER ON HOOD CONTROL AS REQUIRED. .�E)15 BH MEZZANINE BY OTHERS, SEE I - MOUNT ON PLATFORM 3 I F (E)120 REFRIGERATION PLANS. (TYP. VERIFY LOCATION WITH E.C. ;. OF 2) (E)1-1/2" GAS DN. IL (E)CONDENSER ON MEZZANINE. (E)CONDENSER ON MEZZANINE. SEE DETAIL (E)1 -1/2" GAS TO REMAIN. 870 MBH ® � (480 ErIBH) (TYP. OF 2) (TYP. OF 2) FOOD SERVICE 43 ( ) (E)12/12CD-4 HOOD CONTROL MODULE ! HGV (E)565 CFM w GAS SHUTOFF VALVE IN o F A OVEN DETAIL 15 DOWNSTREAMOF RUN CONDENSATE FROM NEW HRS SEE DETAIL 41 `` c IU-1 TIGHT TO WALL TO FOOD SERVICE H 1" GAS TO EACH OVEN E 240 MBH (E)PRV FLOOR SINK APPROX. HERE. ROOM SENSOR cn SEE CAS ( ) I (160 MBH) I I PER DETAIL rj DAYLIGHT 1 ABOVE FLOOR - (TYP. OF 3) SINK. t' o Lo ,' CV I E I REFRIGERANT LINES UPOf '1 © TO TRUSS SPACE. SIZE \ u MOUNT HIGH ONin w ° PER SCHEDULE. af cn ` WALL 6" BELOW I 8 U v i CEILING. SEE a 0 ED 11 I DETAIL �4 w N 0 En E — E -mss oI 0-10 II FOOD SEVICE FOOD SERVICE HVAC PLAN W ii HVAC DEMO PLAN SCALE: 1/4'r = 1 -0 SCALE: 1/4 = 11-0" LoQco Ico A co ?� X � o Lo rn /j, p4 � Ui x v z d' o W � Z0 J o r-i Z a�or�i� � a � x I GAS SIZE CHART GAS SIZE CHART GAS CALCULATIONS a � x I' ' PRESSURE PRESSURE MAX DEVELOPED PRESSURE PRESSURE MAX DEVELOPED EXISTING LOAD HVAC LEGEND °I PSI DROP PSI LENGTH (FEET) IN WC DROP LENGTH (FEET) 7,673,000 BTUH Ln o� x / C 2 TO 1.0 750 7 0.5 100 REMOVED LOAD 24/48 AIR DUCT - FIRST # IS SIDE SHOWN Z / PIPE SIZE( UPC ) MAX LOAD MBH PIPE SIZE UPC MAX LOAD MBH PIZZA OVENS 200,000 BTUH ,�p o (MBH) ( UPC ) (MBH) ADDED LOAD �J FLEXIBLE DUCT CONNECTION ., w N x �i 1/2" 146 1/2'� 47 PIZZA OVENS 480,000 BTUH Lir TV TURNING VANE w / 3/4" 305 3/4" 98 TOTAL GAS LOAD 7,953,000 BTUH SUPPLY DUCT UP E� w 1 " 575 1" 185 (E)3 SERVICE ACCEPTABLE @ 2 PSI � RETURN DUCT UP o' I-� w 1-1/4 1 ,181 1-1/4" 380 SUPPLY DUCT DOWN 0 x 1-1/2" 1,770 1-1/2" 570 RETURN DUCT DOWN = Q E---1 CO U rl x 2" 3,408 2" 1,098 AIR VOLUME DAMPER ;, Of O Qi °'= Q 7 2-1/2" 5,432 2-1/2" 1,750 ® CEILING DIFFUSER � � Lo SQUARE TO ROUND DUCT TRANSITION B 3 9,603 3 3,093 W �I \ ° 4" 19,586 4" 6,309 n CONDENSATE DRAIN O Q O di / f s AIR CONDITIONER #1 E- q O 6" 57,376 6" 18,483 o ° 8" 117,886 8" 37,976 T THERMOSTAT J w E f / QT THERMOSTAT (W/LOCKING COVER) CUM w Qi = U Q) PROVIDE ONE OF FOLLOWING QS SENSOR z � to � ry REGULATORS AT EACH PIECE OF I EQUIPMENT UP TO 425 MBH ® HUMIDISTAT � - Co E-4 ° SENSUS MODEL - 496 ®2 CARBON DIOXIDE P-I o w 1 PIPE SIZE - 3/4" OR 1" 0- ORIFICE - 3/8" CONT. CONTINUATION � ov z O SPRING - GREEN TYP. TYPICAL w O � MAXITROL MODEL - 325-5L* oz CFM CUBIC FEET PER MINUTE T 7 PIPE SIZE - 3 4 OR 1 o 0u FOR EQUIPMENT WITH GAS LOAD DS DRY BULB TEMPERATURE U) z / EXCEEDING 425 MBH PROVIDE THE DG DOOR GRILLE W m Of UJI FOLLOWING SENSUS MODEL - 496 WB WET BULB TEMPERATURE � O PIPE SIZE - 3/4" OR 1" MBH 1,000 BRITISH THERMAL UNITS HR. ~ o ORIFICE - 3/8" / > I PARTIAL FLOOR PLAN SPRING - GREEN CODES ESP EXTERNAL STATIC PRESSURE P4 z CL SCALE: 1 16 = 1 -O THE FOLLOWING NOTES APPLY TO ALL MECHANICAL SHEETS. w MAXITROL MODEL - 325-7AL* EG EXHAUST GRILLE W M _ PIPE SIZE - 1-1/4" OR 1-1/2" 1 . APPLICABLE MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE U APPLICABLE ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE RG RETURN GRILLE 0 *FOR SYSTEMS EXCEEDING 2PS1 0 0 PROVIDE PRV WITH OVER PRESSURE CD CEILING DIFFUSER Q cn DEVICE GENERAL NOTES � � THE FOLLOWING NOTES APPLY TO ALL MECHANICAL SHEETS AS APPLICABLE. RA RETURN AIR 0 � 0 LL F- SA SUPPLY AIR r O O �' 2. LABEL ALL ROOF TOP EQUIPMENT (AC, EF, ETC) ON THE INSIDE & OUT OF THE BUILDING WITH BLACK 6" BLOCK LETTERING LOCATED WHERE VISIBLE FROM ROOF HATCH. F-�I ¢ CDF CEILING DIFFUSER WITH FIRE DAMPER 1 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT RGF RETURN GRILLE WITH FIRE DAMPER CL Z o OR PANEL PER NEC REQUIREMENTS. 0 Of CDFP CEILING DIFFUSER FOOD PREPARATION z o 4-1 0 4• RUN CONDENSATE PIPING IN ROOF TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM FROM RGFP RETURN GRILLE FOOD PREPARATION '� O U) BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS. SLOPE AT 2% UNLESS OTHERWISE NOTED. CO CLEAN OUT u 5. RUN ALL SA, RA AND EXHAUST DUCTS AND FLUES BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH NO ANGLES OR OFFSETS. SA & RA DUCT SHALL BE PROVIDED WITH INTERNAL VD VOLUME DAMPER 1 INSULATION WHERE VISIBLE FROM THE SALES FLOOR. ALL OFFSETS FOR FLUES AND EXHAUST DUCTS TO BE ABOVE FINISHED CEILING. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH Ln MBS METAL BUILDING SUPPLIER STRUCTURE. 0 M.0 MECHANICAL CONTRACTOR OI 6. MAINTAIN A MINIMUM OF X10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. THIS CLEARANCE CAN BE REDUCED TO 5'-0" FOR EXHAUST DISCHARGED AWAY FROM INTAKE G.0 GENERAL CONTRACTOR 1 _ OPENING. MAINTAIN 8'-0" BETWEEN FLUE OUTLET, ALL MECHANICAL EQUIPMENT, PARAPETS AND BUILDING OPENINGS. `n S.O.I.C. SUPPLIED BY OWNER AND � 7. HORIZONTAL DUCT WORK AT ANCILLARY SPACES SHALL BE LOCATED ABOVE STRUCTURAL FRAMING CONCEALED FROM VIEW UNLESS OTHERWISE NOTED. INSTALLED BY CONTRACTOR z 8. SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND/OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHTS. o Z m O 9. ROOF CURBS BY MBS UNLESS OTHERWISE NOTED. g v = w "4 ^O Iva LL O N Y 1 (E)4„ (E)4„ _ p 3/4" COLD WATER INSIDE WALL NOTE: NO COPPER PIPE I' DOWNSTREAM OF z STAINLESS STEEL REDUCED PRESSURE BACKFLOW DEVICE � 3 BACK FLOW PREVENTER (WATTS SS009) - _ - W/RIGID SUPPORT ON PLATFORM WALL PLUMBING LEGEND Y ' BY M.C. 8 0 PVC BETWEEN ALCOVE & I I ,: € BY SODA VENDOR D SERVICE PER o BOOSTER PUMP ARCHITECTURAL DETAIL " ' CWV COMBINATION WASTE & VENT w TO MANIFOLD & ' ' I ' ' Y �— " GW GREASY WASTE/SANITARY SEWER CHILLER ICE MACHINE (E) D-4 E 4" " WASTE/SANITARY SEWER FIELD VERIFY LOCATION OF ! I ( ) (E)4 VENT e m WATER FILTER (E)FLOOR SINK. DEMO AND CAP I (E)3 (E)3 SODA & ICE (E)3" WASTE BELOW GRADE IF COLD WATER �� •. els DISPENSER EXISTING. , (E)3" - - - - Y� M (E)3" HOT WATER " I IQ I IQ > a C12 : 5'-d AX. RUN DRAIN PIPE ' " (E)2" I " 2" - - - - -- HOT WATER CIRCULATION ; .� ROUG IN I INSIDE WALL AND COUNTER ' I C - - - I I A AIR z ®� DAYLIGHT ABOVE F I I F I I FLOOR SINK a , , (E)FCO I I )FCO C CONDENSATE DRAIN a �� UNDER SODA COUNTER �`�� G GAS I I (E F-4 I( ) ( ) bc� I I (E) F-4 I I I I I N2 NITROGEN L - - - _ _ - INDIRECT WASTE ' (E) D-1 I I � (E)=) II _ - (E)2" I , (E)2" S SOFTENED COLD WATER TO FLOOR SINK , ; (E)2" I , (E)2 Q BY M.C. I I (E)3'� — I I Q (E)3 H HARD COLD WATER FOOD SERVICE NEW FLOOR FLOG SINK SINK SODA ALCOVE SD SD SD STORM/OVERFLOW DRAIN W I GAS COCK SODA ALCOVE PIPING DETAIL 18 (E)3 ' OFCO (E)4„ (E)4" {E)3" I ([-)FCO (E)4„ (E)4" CONTROL VALVE - 2 WAY SCALE: NONE (E -4 (E) -4 CONTROL VALVE - 3 WAY (E)4" (E) F-6 " E 4" (E) F-6 i „ RPPB/RPZ ( ) ( ) STRAINER (E) I (E) „ ` THERMOMETER Ll )FC I - )FC I I UNION F 3 (E)3" CONNECT NEW VENT TO (E)2" (E)3„ VALVE - CHECK (E D4 I VENT IN TRUSS SPACE. FIELD E) D 4 I VALVE - GATE I�—I VERIFY SIZE AND LOCATION. DEMO (E)WASTE & VENT IN ( ) (NP•) ( )�Z" VALVE - PRESSURE REDUCING (PRV) Q HATCHED AREA. CAP WASTE (E) F-4 (E) F-4 MIXING VALVE BELOW GRADE FOR RECONNECT. (E)2" (E)2" CAP VENT ABOVE CEILING. — — �— — (E)3"VTR — — — (E�"VTR PRESSURE GAUGE ��" AUTO AIR VENT a (E)4" (E)4" CONNECT NEW 3" WASTE TO o NOTE: FIELD VERIFY LOCATION )2„ 3" I2 (E)3" WASTE BELOW GRADE. [� CAP OFF H zo OF EXISTING SODA COUNTER E)3" FIELD VERIFY SIZE, LOCATION, FLOOR SINK. DEMO FLOOR E)FCO (E)3" / (E)3" ( ) C AND 1.E. A.F.F. ABOVE FINISH FLOOR N SINK AND CAP WASTE BELOW (E)3 A.H.J. AUTHORITY HAVING JURISDICTION � � GRADE. PATCH FLOOR TO MATCH SURROUNDING. E 2" (E)4" F-4 C� (E)4" B.F.F. BELOW FINISH FLOOR w (E) D-4 ( ) (E)2" I CO CLEAN OUT Q y L_ � J -i DEMO (E)FLOOR SINK. CAP I j CONT. CONTINUATION (E)3" WASTE BELOW GRADE (E)4 CONNECT NEW 2 WASTE TO (E)4" CONNECT NEW 4 WASTE TO CW COLD WATER AND CAP (E)2" VENT ABOVE (E)L2-1 (E)2 WASTE BELOW GRADE. 12 (E)4 WASTE BELOW GRADE. [W� CEILING. I FIELD VERIFY SIZE AND (E) D-1 FIELD VERIFY SIZE, LOCATION, CWV COMBINATION WASTE & VENT E F-5 LOCATION. E ; F-5 AND 1.E. FCO FLOOR CLEAN OUT O I( ) REPLACE EXISTING FLOOR (E)? G.0 GENERAL CONTRACTOR DRAIN COVER WITH NEW IN � SAME LOCATION. G.V GATE VALVE w J 2" I J GW GREASE WASTE (E)3" FCO �E)3„ w 4" 4 H&CW HOT & COLD WATER z (E)FC0 4" (E)FCO HW HOT WATER F-11 F-12 IN. WC INCHES OF WATER COLUMN N F-13 F-14 F-15 - I - - - - - - M.C. SHALL RUN DRAIN LINE FROM M.0 MECHANICAL CONTRACTOR SODA COUNTER TO FLOOR SINK. �; N SEE DETAIL F_ PSI POUNDS PER SQUARE INCH co (TYP. OF 2) 18 I to RN ROUGH INSTALLATION I I I O' � D-4 � I ' RPPB REDUCED PRESSURE PRINCIPLE �-I m o NEW FLOOR SINK HALF I BACKFLOW PREVENTER �-I m EXPOSED. w E E — RPZ REDUCED PRESSURE ZONE ASSEMBLY � w BACKFLOW PREVENTER F—+—I N FOOD SERVICE SCO SURFACE CLEAN OUT Q WASTE & VENT DEMO PLAN FOOD SERVICE S.S. SANITARY SEWER SCALE: 1/4" = 1'-0" WASTE & VENT PLAN TYP. TYPICAL N , „ U UNION N SCALE: 1/4' = 1 -0 [� w cr) VTR VENT THRU ROOF L 1 1 W. WASTE z Q Lo WCO WALL CLEAN OUT W 0 I I WHA WATER HAMMER ARRESTER w o o A rnrn 0 FOR CONTINUATION OF Lo 03 3/4" N2 SEE PARTIAL U W p � � ` FLOOR PLAN ON SHEET O I 04 C\2 C\2 ® I I e ® M-1 . w +z O I I O O „ � J ' I (E)2-1/2„CW i t E 2 CW W E- z O / z PIPING SYSTEMS �? o � z ~ FIELD VERIFY LOCATION OF ' ' W x (E 1 2"H&CW DN. DEMO AND o m a ) / THE FOLLOWING NOTES APPLY TO ALL PLUMBING PLANS. Q CAP (E)1/2"H&CW ABOVE N CEILING IF EXISTING. tuu u I I O® 3/4" COPPER TO FOOD 1. APPLICABLE PLUMBING CODE: 2014 OREGON PLUMBING SPECIALTY CODE SERVICE W z 2. ALL WASTE PIt IPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED00 c;j ' ' AT 2% MINIMUM UNLESS OTHERWISE NOTED. Lo I I I I I� 3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR '� lum COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN X _ 1 o F I ' _ C — — — F Ln WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER W Z PRESSURE RELIEF LINES AND SODA LINES). c - Z c (E)1/2"CW I ,® O / 'c z 4. INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD, RECIRC, AND w E 1 2"CW CONDENSATE PER SPECIFICATION SECTION 22 07 00. Q 1 i t DN. I I I w r1� D N. _ O PIPING IN ROOF TRUSS SPACE TO BE RUN PERPENDICULAR OR PARALLEL TO ir I I U 5 BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING ~ I 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS. I I O �' CO i ' N U �� z 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL 24/M. a O �' O j I I PAINT ALL METAL & PVC PIPING EXPOSED TO WEATHER PER SPEC SECTION 099100. z aIN- Lo (E)2"CW (E)2"CW o 3 4" N2 7. PROVIDE NON CORRUGATED FLEXIBLE GAS CONNECTORS TO ALL INTERIOR GAS id ; W E-i / FIRED EQUIPMENT PER SPECIFICATION. w o WASTE & VENT O w W ry I � i � THE FOLLOWING NOTES APPLY TO ALL WASTE do VENT PLANS. OJ 1. EXTEND ALL PLUMBING VENTS WITHIN 15' SOF PARAPET TO MINIMUM 2' ABOVE W = c3 w PARAPET. EXTEND ALL VENTS MINIMUM 15 AWAY FROM ALL INTAKE AS REQUIRED. Q Z z Qi Lo co u - -D ~ 2. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM AND VENT SIZE. o (E)3/4"C I E)3/4 CW - 0 ^ EL M—i (E)1 -1/2"Cw E 1 -1/2"CW ' DOMESTIC WATER pq ow O THE FOLLOWING NOTES APPLY TO ALL DOMESTIC PIPING PLANS. Of Z O 0 L I 1. RUN ALL PIPING IN TRUSS SPACE EXCEPT FOR WHERE COVERED BY EQUIPMENT o o) [ F-4 SEE DETAIL 28 ; CONNECT NEW 1/2"HW TO '� i PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS. w I HAND SINK ! (E)3/4 HW. FIELD VERIFY SIZE S w " 1/2 H&CW DN - -- AND LOCATION. E 1/2 CW I �� i ` - 2. PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE LOCATED BELOW w I l SINK TO REDUCE WATER TEMPERATURE TO 1 10'F. O ! —CONNECT NEW 1/2 CW TO (E)1 -1/2" (E)1 1/2" VII (E)1-1/2"CW. FIELD VERIFY 3. ALL NON-HAND WASHING SINKS ARE SERVED BY 140'�F HOT WATER. POST Q o _ I _ SIZE AND LOCATION. WARNING SIGNS READING CAUTION! 140'F HOT WATER". Z D ( i w DEMO (E)1/2"CW IN HATCHED-""*""' ATCHED (E)1/2"H&CW DN. TO - (E)1/2"H&CW DN. TO 4. HW STOP TO ROUGH IN ON LEFT, CW STOP TO ROUGH IN ON RIGHT. PROVIDE _ = AREA. CAP AT (E)1-1/2"CW. (E)3-COMP SINK. Lam/ \� J \� I (E)3-COMP SINK. AIR CHAMBER PER DETAIL 9/M. E—I o ~ J 5. RUN ALL PIPING IN JANITOR ROOM FOR WATER HEATER, WATER SOFTENER & 0 E 3 4"H WATER HEADER TIGHT TO WALL. LOCATE WATER HEATER WITHIN 3" OF WALL. W o (E)3/4"CW (E)3/4"CW CONNECT NEW 3 4"CW TO 6. DO NOT RUN PLUMBING ABOVE ELECTRICAL ROOM OR PLATFORM. RUN PIPING LL i ( /4"HW MOUNT 3/4" BACKFLOW -\ 3/4"CW (E)1-1/2"CW. FIELD VERIFY WITHIN WALLS OR ABOVE JANITOR ROOM. � oQ PREVENTOR WATTS- _ _ _ �- a � � SIZE AND LOCATION. � c � #SS009 ON WALL. HC4 + I 7. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR z O I (E)1/2"CW", SEE DETAIL 1/2"CW I (E)1 2"CW" .. I AREAS ADJACENT TO PLUMBING LINES. W (E)WATER HEATER ON 18 F-26 3/4" N2 3 4 HW (E)WATER HEATER ON �I z o /4"HW PLATFORM ABOVE. N2 N2 ( / „ PLATFORM ABOVE. 8. PROVIDE THRUST BLOCKS ON ALL MAINS AND OTHER PIPING TO LIMIT MOVEMENT +' F-25 TO NO GREATER THAN ONE INCH. SEE DETAIL 10/M. Oo 0 3/4" STAINLESS STEEL PIPE U L(E),3/4"CW - j ABOVE CEILING. I (E)3/4"CW I PROVIDE STUB OUT ON FOOD SERVICE WALL FOR F-10 REFERENCE ONLY W N ' � - - - - - SEE DETAIL - - - - - - - ` , NOT APPROVED WITH THIS PERMIT ,I 3/4" AIR DN. IN WALL TO WB-2. ull 1/2" CW DN. IN WA WB-2 PROVIDE QUICK DISCONNECT FOR P4 / ; I FOR PIZZA SAUCER F-25 i 1/2" AIRHOSE CONNECTION ON W j I j 3/4" AIR LINE. II II i o I Q u z E — m E o _ w FOOD SERVICE FOOD SERVICE o w PLUMBING DEMO PLAN PLUMBING PLAN 1' SCALE: 1/4" = -0" N SCALE: 1/4" = 1 -0 / �R TT BLOCKS TO PROVIDE RESTRAINT TO FIELD VERIFY CONDITION OF (E)SCREENED 180- THRUST 80' ALL THREADED ROD (A.T.R.) (E)CONNECTIONS AT OVEN. VENT ABOVE ROOF SINGLE/DOUBLE FIXTURE INSTALL PER PDI STANDARDS AND LIMIT DOMESTIC WATER PIPE MOVEMENT TO STIFFENER REQUIREMENTS UNISTRUT MODEL # P-1000 MECHANICAL TO PROVIDE VERIFY LOCATION AND CONDITION OF MANUFACTURER'S INSTRUCTIONS. p APPROVED NON-CORRUGATED (E)GAS REGULATOR, REPLACE AS REQUIRED. AIR PROVIDE A WHA AT ALL QUICK- LESS THAN 1 DUE TO FIXTURE OPERATIONS. A.T.R. SIZE MAX. LENGTH CHANNEL LONGITUDINAL FLEXIBLE GAS CONNECTION PROVIDE CAPPED TESTING TEE AT MINIMUM BRACE - ANCHOR TO ROOF TO OVENS AS NECESSARY. 10 PIPE DIAMETERS FROM PRV INTAKE AND PDI FIXTURE 3/8„ 19" FRAMING AS DIRECTED BY z � CHAMBERS I I CLOSING VALVES. SIZE UNIT LOAD n n 1/21' 25" STRUCTURAL ENGINEER. SIZE PER PLAN OUTLET A 1-11 5/8" 31" (TYP) ALL STOPS TO BE 3/4" 37" HGV ELECTRICAL GAS SHUTOFF VALVE HUT OFF m 1 B 12-32 LOOSE KEY WITH SHIELD CEILING _ ACTUATED BY HOOD CONTROL SYSTEM. VALVE o C 33-60 ALL THREADED ROD (A.T.R.) EXIST. SUPPLY DUCT PER PLAN LOCATED ABOVE CEILING IN ACCESSIBLE Y HOT OR COLD WATER SUPPLY = - MAY REQUIRE STIFFENER. �--WALL LOCATION. VERIFY LOCATION WITH LOCAL W _ - CONICAL SPIN-IN OFFICIAL = D 61-1 13 - PIPE SLEEVE OVER BOLT. = SEE TABLE ABOVE. SIZE PER PLAN v IF HORIZONTAL BRANCH IS LESS THAN 20' - VOLUME DAMPER (E) GAS LIN E 114-154 LONG, PROVIDE ONE WHA AT END OF LINE. FLEX DUCT 10' MAX. 1 (TMP.) WITHIN 3" OF o o INSULATION (VAPOR BARRIER 4„ o o DO e \ co F 154-330 I IF BRANCH IS GREATER THAN 20' LONG, ii TYPE IS REQUIRED FOR LOW UPPLY WALL ° ° PROVIDE ANOTHER WHA IN MIDDLE, EACH TEMPERATURE PIPE). BAND CLAMP OR OO ADJUSTABLE HALF HINGE (TMP) ° ° �� M SIZED FOR HALF THE FIXTURE UNITS. TMP. PIPE CABLE TIE. (TYP.) ROTATE VALVE L12 -1 PROVIDE HIGH COMPRESSIVE O � - _ � DUCT TOWARD GAS 0 > a b , HANGER co STRENGTH INSULATION UNDER 20" CONNECTION o ° INSULATION SHIELD. NYLON TIE-STRAPS ON OVEN. o o z (MIN. 9 PCF DENSITY) FIELD VERIFY 4 / „ LOCATION OF 0 0 0 FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY ZURN OR APPROVED INSULATION SHIELD AT HANGER. ! - - -' 8 OVEN GAS o 0 CONNECTION. o o � EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH- 201, ASSE #1010 SECURELY FASTEN TO INSULATION o o WITH BAND CLAMP OR CABLE TIE. LAY-IN CEILING DIFFUSER ° ° AND ANSI #A112.26.1 M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION BUT PIPE OR RISER CLAMP 12" NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE (TMP ) FLOOR UNDER INSULATION. TYPICAL ANCILLARY STRUCTURE DIRT LEG DIRT LEG UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. TYPICAL WATER PIPING HANGER SUPPORT TYPICAL THRUST BLOCK SIDE ELEVATION FRONT ELEVATION I WATER HAMMER ARRESTERS WATER PIPING HANGER THRUST BLOCK DETAIL DIFFUSER INLET DETAIL PIZZA OVEN PIPING DETAIL SCALE: NONE SCALE: NONE 9 y 0 SCALE: NONE 12SCALE: NONE 15 CENTRIFUGAL EXHAUST NOTES: HOOD CONTROL CABINET LOCATED PER RAIN CAP FAN, SEE SCHEDULE -ONE SENSOR ASSEMBLY PER EXHAUST RISER GREASE DUCT 2 3 4 5 CAPTIVEAIRE SC-EMS2011 S.O.I.0 HCC ELECTRICAL DRAWINGS. ASSEMBLY (EXTERNAL SURFACE) ( ) -THERMISTOR HAS (2)WIRES THAT WILL NEED TO BE FIELD • ® • ® ® ® ® • WIRED TO CONTROLLER.(BY M.C.) ADDITIONAL EXTENSION ® ® ® ® ® 1 1/8"0 - 1 1/4"0 HOLE FOR QUIK SEAL HDS HDS ® NSUL REQUIRED FOR LOW VOLTAGE CEILING ® ® ® O INSTALLATION THRU WIRING BY M.C. I WIRING FOR ANSUL SYSTEM PRE-FABRICATED DUCT. LOW VOLTAGE WIRING FOR II CABLE FROM I / ir HCC TO HMI AND HRS I�—TO ABOVE CEILING BY ® ® ® ® ® INTERLOCK BY E.C. I 1 2"CONDUIT IN WALL •••1 ° 5 HVAC INTERLOCK BY M.C. DUCT SENSOR. LOCATE IN Q1 O HRS II BY M.C. II M.C. ° LOCK AND EXHAUST DUCT WITHIN 4" OF 2 O (FOOD SERVICE ONLY) II —1/2"CONDUIT IN WALL II � SPRING PIN CONNECTION TO HOOD. 3 O ® HCC HGV HRS M�ABOVE CEILING BY � HRS ®72" FAN BASE SEE ENLARGED VIEW 0 4 —EXHAUST FAN MIN. 40" DISCHARGE II MOUNTED IN 1 -GANG HCC PRE-FABRICATED GREASE DUCT —EXHAUST FAN BOX BY M.C. LOCATE PER PLAN � �� � o • © OO LINE IN FROM —HOOD LIGHTS u o HMI @48 I z BUILDING POWERTHMI I`°' o EQUIPMENT S.O.I.C. SUPPLY BY E.C. MOUNTED IN 2-GANG UTILITY SET LOW VOLTAGE W EXTENSION RING TO BE ( ) _ Of 1 DUCT T'STAT THERMISTOR BOX BY M.C. GREASE CUP EXTEND DUCT UP FROM HDS TO HCC TACK WELDED TO DUCT O (THERMISTOR) 5� 1/2"QUIK SEAL (NUT) CAT 5 WIRING TO POWER OUT TO LOCATE PER PLAN TO FAN INLET AND INSTAL Y M. . OR RISER. P/N: A/CP-PO-T4 -EXPL P/N: 32-00002 USER INTERFACE HMI EQUIPMENT BY EXTERIOR BASE OF VERIFY LOCATION OF FIELD FABRICATED GREASE DUCT 02 1/2" NPT QUIK SEAL (ADAPTER © EXTENSION RING BY M.C. I E.C. TOP CURB HCC W/E.C. BODY) P/N: 59361-1/2 SEE SCHEDULE FOR ROOF DECK / �— HAUST H000 P N:32-00002 Oj EXTENSION RING COVER SHUNT TRIP BREAKER MINIMUM REQUIRED II Q3 1/2" QUIK SEAL (GASKET) P/N: 100-BW FOR EQUIPMENT CURB HEIGHT AND '----DUCT MATERIAL PER P/N:32-00002 UNDER HOOD BY E.C. SUPPLIER OTHER DETAIL ® 1/2"QUIK SEAL (LOCK WASHER SIDE VIEW FRONT VIEW I P/N: 32-00002 ROOF EXHAUST FAN EXHAUST DUCT SENSOR INSTALLATION HOOD CONTROL SYSTEM SCHEMATIC HOOD CONTROL USER INTERFACE DETAIL w SCALE: NONE SCALE: NONE 42 SCALE: NONE 1 SCALE: NONE ,r w I o CLEARANCES FILTERS ETL LISTING — `�054804-001 HOOD OVERHANG BEYOND EQUIPMENT: FILTER CONFIGURATION AND AIR VELOCITY FOR HOOD: t MAKE: CAPTIVE AIRE CLEARANCE (TYP. OF 2) m N MODEL: 6630ND-2-PSP-B (2)6'-9" X 5'-3" X 30 TYPE I HOOD-18GA. SS FRONT 6" FILTER SIZE: 20"H x 20"W = 2.78 SQ. FT.(2.23 SF FA) a *HOOD TO BE PROVIDED WITH FACTORY INSTALLED 0 CLEARANCE HOOD TOP. SIDES 6" NUMBER OF FILTERS: 4 04 ,n NOTE. DISTANCE FROM OUTSIDE EDGE OF HOOD TO TOTAL FILTER AREA: 4 x 2.23 SQ. FT. = 8.92 SQ. FT. ca SUPPLY CLEANOUTS AT SURROUNDING MATERIALS: � KITCHEN HVAC EQUIPMENT SCHEDULE — S .O .I.C . ELBOWS & EVERY 12 " MATERIAL AIR VELOCITY: 1500 CFM / 8.92 SQ. FT. = 168 FPM w o OF HORIZONTAL DUCT. 21 21is FRONT NON-COMBUSTIBLE 0„ STATIC PRESSURE & EXHAUST FAN w STAINLESS STEE 1 " LAYER OF INSULATION1�c_ 16" I SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES SPLIT SYSTEM AC OUTDOOR SIDES NON-COMBUSTIBLE 0 EXHAUST FAN CFM: 3000 CFMUNISTRUT WITH UNIT MOUNTED STAINLESS FACTORY INSTALLED IN s BACK LIMITED COMBUSTIBLE 3" EXHAUST DUCT VELOCITY TO FAN: 3000 FPM w 106 MBH TOTAL COOLING, 77 MBH SENSIBLE, 85' AMB, 225 CFM MIN 0/A; S-CLAMPS. STEEL UNISTRUT. 3" END STANDOFF. 42" 12"1 81" 12' 42" TOP OPEN TO WAREHOUSE " STATIC PRESSURE: EXISTING EXISTING FOOD TRANE 80' EDB, 67' EWB, 3,400 CFM @ .5" ESP, SEER=9.3. CONNECT TO HOOD CONTROLLER N AC SERVICE YCD102B4 460V/30 1150# FIELD CUT EXHAUST """ GREASE FILTER 0.24" w AC-3 150 MBH INPUT, 122 MBH OUTPUT, AFUE = 80.5% 24 MCA TO TURN ON AC UNIT AND OPEN OPENING ALONG HOOD TO t �. - CFM HOOD RISER 0.30" o UNIT 1,500 CFM MIN 0/A WHEN HOOD AIR FLOW FORMULA (PER UL LISTING): (TYP. OF 2) TURNED ON. METAL MINIMIZE OFFSETS IN 21" 28° * , ��+= 21" Q = 200xL = 200(6.5 FT) = 1300 CFM MIN. 12/12 DUCTS & FITTINGS 0.19" O ROOF DUCTWORK. COORDINATE , •` - - CONVERGING TEE 0.36" OU-1 AIR FOOD PANASONIC AIR COOLED OUTDOOR HEAT PUMP 208V/10 185#:NEW UNIT LOCATED ON ROOF WITH STRUCTURAL FRAMING -�� DUCTS 12/12" DUCTS 0.16" N CONDITIONER SERVICE CU-KE36NKU 3/8" LIQUID & 5/8" GAS SUCTION LINES. 45 MCOP INSTALLER TO RELOCATED �'g" 66 �� 66" 9�`- DUCT CONNECTION TO HOOD: (TYP. OF 2) 30% SF 0.39" P4 � 16 SEER 22 MCA 74/M SUPPORT JOIST TO AVOID DUCT SIZE: 12"� = 0.79 SQUARE FEET HOOD PLAN VIEW TOTAL S.P. 1.64" '-' (26) DUCTWORK. DUCT CONNECTION TO FAN: co to IU-1 AIR FOOD PANASONIC 34 MBH TOTAL COOLING, 33 MBH SENSIBLE, 32#:NEW UNIT LOCATED INSIDE FOOD R R (TYP. OF 2) DUCT SIZE: 12/12 = 1.00 SQUARE FEET Q Lo I � CONDITIONER SERVICE CS-KE36NKU 75 INDOOR DB, 65 INDOOR WB, 1200 CFM SERVICE MOUNTED HIGH (7) S S NOTES: UTILITY SET W c O c� INDOOR UNIT POWERED FROM OUTDOOR UNIT SE WALL. 1. MATERIAL: 304 S.S. INNER/ ALUMINIZED OUTER/ 3" INSULATION. MAKE—UP AIR EXHAUST FAN. Q co rn I 74/M 2. ALL ADDITIONAL SUPPORTS BY OTHERS. SUPPLIED FROM FOOD SERVICE AC UNIT. cn I MODEL 630ND-2— S — 3. FAN CURBS ARE 27 INCHES TALL ABOVE ROOF JOISTS. _ =_ == _ _= _= U 04 LO PIZZA FOOD 1 g PROVIDE DECKTITE FOR "" sa MIN. 25 CLEARANCE _ ss es GREASE TROUGH W C) H-3 OVEN CAPTIVEAIRE E.T.L. LISTED 3054804-001/002 /M SUPPLY & RETURN { SERVICE TYPE I HOOD WITH FILTERS & LIGHTS, 18 GA. STAINLESS INSIDE CURB ~ c\2 HOOD REFRIGERANT LINES. 40" MIN. HINGE .� STEEL CONSTRUCTION. EXIST. NON-INSULATED, REFRIGERANT GAS SUCTION RETURN LINE HOOD PIZZA HOOD CAPTIVEAIRE 3000 CFM ®1 .64 " ESP.UL 762 LISTED, UP-BLAST, 16/M INTER-LOCK WITH AC-3 0/A (1) " ADAPTER CURB BY G.C. � Z W E, z DIRECT DRIVE CENTRIFUGAL UTILITY SET. PROVIDE WITH 3 HP 200# INTAKE & CONTROL MODULE. REFRIGERANT LIQUID SUPPLY LINE EXIST. NON-COMBUSTIBLE FLASHING NON-COMBUSTIBLE CURB. 24 MIN w o � z O KEF-5 EXHAUST CASRE 18DD 208V/3d AROUND BASE OF CURB AND DUCT. Co � PA x FAN GREASE CUP AND RAIN COVER. CONTROLLED BY HOOD 24 SQ. ROOF OPENING o' � � � � a w Q MANAGEMENT SYSTEM. 24" MINIMUM CURB HEIGHT CONNECT NEW 12/12 DUCT EXISTING 12/12 EXHAUST DUCT N ETL LISTED WALL MOUNT CONTROL CABINET. INSTALLED I HOOD CAPTIVEAIRE 41/M (2) TO (E)12/12 DUCT. �� a o BY E.C. LOCATE PER ELECTRICAL DRAWINGS. cn ;; - Lo HCC CONTROL PIZZA HOOD SC-EMS2011 208V/30 ALL HORIZONTAL OFFSETS m CABINET CONNECTIONS FOR EXHAUST FANS, LIGHTS, ROOM TO BE SLOPED BACK TO 12/12 GREASE DUCT. NOTE: G.C. TO PROVIDE NEW ONE HOUR SENSOR, DUCT SENSOR AND USER INTERFACE. Ln HOOD WITH 1/4"/FT. MIN. RATED FIRE WRAP ASSEMBLY (ASTM Lo DUCT KEF-5 CAPTIVEAIRE EXHAUST DUCT SENSOR; INTERLOCK WITH HOOD CONTROL CEILING HDS DUCT SENSOR. SUPPLIED AND INSTALLED HDS SENSOR THERMISTOR SYSTEM. 42/M FOOD SERVICE LIGHTS 1/2 HANGER RODS & SUPPORTS B�, INSTALL IN EXHAUST COLLAR WITHIN 4" r- E2336 RATED) FOR NEW AND EXISTING Z AS REQ. BY M.C. SEE STRUCTURAL CO DUCT. Ln OF HOOD CONNECTION. CONTROL KEF-5 CAPTIVEAIRE HOOD CONTROL PANEL USER INTERFACE. SPLIT SYSTEM AC INDOOR UNIT FOOD SERVICE DRAWINGS. CO w O HMI ,►- (1 PER EXHAUST RISER) 42 CLEAN OUT NEW 12/12 0 \ MODULE HMI 43/M _,_ MOUNTED ON WALL PER CLEAN OUT(TYP.) SEE DETAIL M �p EXHAUST DUCT w ,+- MANUFACTURERS INSTALLATION SUPPLY DUCT X A ST RI (TYP.) ROOM KEF-5 CAPTIVEAIRE LOW VOLTAGE TEMP SENSOR MOUNTED IN SINGLE GANG INSTRUCTIONS. SUPPLY DUCT SIZE PER PLAN w HRS SENSOR ROOM P ELECTRICAL BOX. 43/M W TRANSITION w ry HANGING ANGLE TOP OF HOOD OPEN TO 3" GENERAL NOTES: (APPLIES TO ENTIRE SCHEDULE AS APPLICABLE) CONDENSATE FOR INDOOR WAREHOUSE/STRUCTURE VD w 1. ALL SWITCHES AND T-STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE CONTRACTOR. UNIT TO CONDENSATE J� 6 ABOVE. 9" 0. DRAIN. 9'-0" CEILING 30" 5' MIN. , „ � 2. ANSUL SYSTEM PROVIDED BY G.C. G.C. TO CONTACT APPROVED SUB-CONTRACTORS FOR ANSUL SYSTEM INSTALLATION. FLOOR 9 TRANSITIONS AS REQ. TO HOOD. 12 O TRANSITION = O � co 3. COORDINATE ANSUL SYSTEM TO INTERLOCK WITH CAPTIVAIRE CONTROL CABINET. " „ AT HOOD. � GREASE DRAIN 132" 20 U.L. CLASSIFIED LIMITED O O � SCHEDULE NOTES: (SEE COLUMN ON RIGHT FOR APPLICABILITY): CAPTIVE-AIRE HOODS ARE W/REMOVABLE CUP 6" 4- 6" BAFFLE-TYPE COMBUSTIBLE a (1) ROOF CURB FOR METAL ROOF PROVIDED BY M.B.S. BUILT IN COMPLIANCE WITH (TYP.) y;]= 78" �� W � � EEGREASE FILTERS WALL PER ARCH. Ln (2) M.C. TO UNCRATE H.C.C. AND PROVIDE TO E.C. FOR MOUNTING AND LINE VOLTAGE CONNECTIONS. ALL LOW VOLTAGE CONNECTIONS BY M.C. (TYP.) HMI �' (7) TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET-BACK THERMOSTAT. NSF "� �� 5 -7 HOOD/EXHAUST 1 �I (26) LOCATE UNIT ON ROOF ABOVE BEAM. "i i MANUAL PULL STATION. CONTROL. MOUNT O PIZZA OVEN 80" U� / SPLIT SYSTEM AC UNIT DETAIL NFPA #96 y COORDINATE W/FIRE BACK SIDE OF WALL 4" SCALE: NONE 7 4 NSF ALARM SYSTEM. TOWARD SEE DETAIL SERVING SIDE. w 1 UL 710 & ULC710 STANDARDS NSF 43 ~ � o E.T.L. LISTED 3054804-001 NFPA !._9g _3„ PIZZA OVEN BY COSTCO GAS M o c5 W I AIR TERMINAL SCHEDULE FIRED CONVEYOR OVEN. - — 5'-6" END ELEVATION � z WLo NOTES: FRONT ELEVATION z w U� Q' Lo �--a a� SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OR ELECTRICAL POWER SUPPLY OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYSTEM 00 E'-' CDFP** PRICE SUPPLY LFDSS-SP 2@51% PERFORATED _ LAYIN FOOD SERVICE SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD AND ANY MAKE UP AIR WHEN THE SYSTEM IS ACTUATED. SHUTOFF mw wo RGFP** TUTTLE & BAILEY CT70DFB-SS 45' FIXED BLADE LAYIN FOOD SERVICE VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY G.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO o * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQUIRED IF NOT ON PLANS THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. FIRE v Z O ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. G.C. TO CONTACT APPROVED SUBCONTRACTORS FOR ANSUL SYSTEM INSTALLATION. O FIRE CONTRACTOR TO PROVIDE REVIEW AND APPROVAL OF THE FIRE SUPPRESSION SYSTEM BY THE FIRE DEPARTMENT. o z LL- PIZZA OVEN HOOD H- 3 & EXHAUST FAN DETAIL oZ 1 9e M w W I SCALE: NONE w m � 0 FOOD SERVICE EQUIPMENT SCHEDULE — (S . O .I.C) � I ARCH. SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL NOTES BACKFLOW _ '- NUMBER PREVENTION w m XLT TRIPLE STACKED OVENS, 160,000 BTUH EACH PROVIDE GAS LINE CONNECTION TO 19/M (2) m = PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED ,5 F-3 PIZZA OVEN 3870-TS EACH, 3/4" NPT FITTING 15/M N/A o „ „ „ „ SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOW UNIVERSAL 1-1/2" 1-1/2" 1/2"@10" 1/2"010" 16 X 16 X 16 TYPE 304 STAINLESS STEEL, WALL HUNG, WITH WALL (1) LH-BS o STAINLESS ,� PREVENTION 4t F-4 HAND SINK 28/M BRACKET FISHER F1-3174 KNEE VALVE, 3816 GOOSENECK SPOUT AG FLOOR SINK DRAINS.COM 4 2 INDIRECT SINK WASTE, 12 SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, NO HUB D-4 DRAIN CSDSINK12X12X10 ADJUSTABLE HEIGHT OUTLET, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. FOOD SERVICE (13) N/A 68 F-10 FILTER 3/4WATER " 18/P (1) LH RP/BP U) o � 1 2PIFDS / SODA (3) LH-BS/BP w � 16 M FOOD SERVICE LH-BS Z a � a HOOD CAPTIVEAIRE GAS SOLENOID VALVE; INTERLOCK WITH HOOD CONTROL PANEL. CONTACT CAPTIVEAIRE (888)338-5225 TO ORDER 19/M AG 52 F-1 1 COUNTER UNIVERSAL INDIRECT 18/M RP '� CL z HGV GAS VALVE SC-ELECTRIC o GAS VALVE 53 F-12 SODA/ICE CONELIUS INDIRECT CW FROM FILTER 18/M (3) LH-B$/BP Q z o WB-2 WALL BOX GUY GRAY 1/2" INSTALL WALL BOX @ +14" ABOVE FINISHED FLOOR. NO SANITARY SEWER CONNECTION REQUIRED IN FOOD SERVICE. FOOD SERVICE LH-BS 0 DISPENSER RP[[ W cn O SSWB-82170 @14" AVB ICE (3) LH-BS/BP O o HAZARD TYPE BACKFLOW POTENTIAL 54 F-13 MACHINE ICE-O-MATIC INDIRECT CW FROM FILTER 18/M RPZ u 1 WATER CLOSETS TO HAVE OPEN FRONT SEATS AND ELONGATED BOWLS. 1 2 ALL HOSE BIBBS TO HAVE NON-REMOVABLE BACKFLOW PREVENTION DEVICES-TAMPER PROOF VACUUM BREAKER. LH - LOW HAZARD BS - BACK SIPHONAGE 68 F-14 WATER 18/M (1) N/A 3 WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. HH - HIGH HAZARD BP - BACK PRESSURE O O FILTER I `n 4 HANDICAP WATER CLOSETS SHALL BE +16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOT MORE THAN 44 INCHES ABOVE THE FLOOR. BACKFLOW PREVENTION 5 LAVATORIES SHALL BE +34" TO RIM, WITH 29" OF CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 22 07 00. 7o F-15 CARBONATORS CW FROM FILTER 18/M (3) HH-BS/BP Q SELF CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS PER OPERATION. RPZ 1 RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW-, 6 DRINKING FOUNTAINS SHALL BE +36" TO TOP OF BUBBLER, W/27" CLEAR UNDERNEATH, SPOUT SHALL BE LOCATED W/3" OF THE FRONT & DIRECT WATER FLOW @ NOT LESS THAN 4" IN HEIGHT. PVB - PRESSURE VACUUM BREAKER `o 7 URINALS SHALL BE A.D.A. COMPLIANT, WATER SAVER TYPE. 0.5 GPF MAX. AG - AIR GAP O F-25 SAUCER 1/2"@ 16" (1) N/A 8 PROVIDE TRAP PRIMER. ACCEPTABLE SUBSTITUTION: PROSET TRAPGUARD; CONTRACTOR TO VERIFY WITH AUTHORITY HAVING JURISDICTION AND PROVIDE CREDIT TO OWNER AVB - ATMOSPHERIC VACUUM BREAKER (9) ROOF DRAINS ON METAL ROOF PROVIDED BY METAL BUILDING SUPPLIER. ROOF DRAINS ON BUILT UP ROOFS PROVIDED BY G.C. o F-26 DOUGH PIZZA PRO AUTOMATIC PIZZA PRESS. PROVIDE QUICK DISCONNECT FOR AIR HOSE IN WALL (1) N A (10) EQUIPMENT FURNISHED BY THE OWNER, THE MECHANICAL CONTRACTOR SHALL ROUGH-IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P-TRAPS, TAILPIECES, ESCUTCHEONS ® 0 PRESS DP1300 BOX / o AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. ~ z M - 3 O (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH-IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. HAZARD TYPE BACKFLOW POTENTIAL Q (1 1) NOT USED v ALL P-TRAPS TAILPIECES ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. LH - LOW HAZARD BS - BACK SIPHONAGE � w j (12) PLUMBER TO PROVIDE AND INSTALL 1/2 GPM AERATORS. HH - HIGH HAZARD BP - BACK PRESSURE W o (13) NATIONAL PURCHASE AGREEMENT IN PLACE WITH STAINLESSDRAINS.COM. CONTACT SHELIA HELLER AT (888) 785-2345. (2) EQUIPMENT FURNISHED BY THE OWNER, SET BY THE VENDOR, PLUMBED BY THE MECHANICAL CONTRACTOR. BACKFLOW PREVENTION Q Of a (3) EQUIPMENT FURNISHED BY THE OWNER. EQUIPMENT WILL BE SET AND PIPED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. vP - REDUCED PRESSURE PRINCIPE BACK FLOW AGB- AIR ENSURE VACUUM BREAKER AVB - ATMOSPHERIC VACUUM BREAKER d GENERAL NOTES: r 2 ELECTRICAL DEMOLITION GENERAL NOTES LEGEND �� c 1 DO NOT RUN UNDERGROUND CONDUITS UNDER FREEZERS IN SLAB. UNDERGROUND CONDUITS SHALL BE 24" BELOW SLAB. 1- � 405)� O _ K O FIXTURE TYPE 0 FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER z O � � ® � � M R REMOVE ELETRICAL DEVICE 2• MOUNT ALL OVERHEAD CONDUITS AT 25' MINIMUM IN MAIN BUILDING. Q a CO j ! ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF c' NON-FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER CONDUITS SHALL BE GROUPED TOGETHER & NOT MORE THAN 2' WIDE. o X CORRESPONDING ELECTRICAL DEMOLITION WORK AND THE PHASING SCHEDULE. 0 FLUORESCENT LIGHT FIXTURE DO NOT BLOCK LIGHTING & SKYLIGHTS. Y FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. O° SUB-LETTER INDICATES CONTROLLING SWITCH TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING 3. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2"C. TYP. w �`DI�� , W SPACE OR AS SHOWN = o ! x REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND °0 SUB-LETTER INDICATES CONTROLLING SWITCH, a CONTROLS �� CONDUIT IN CEILING OR WALL 1 2" MIN. 4. NO ALUMINUM WIRE ALLOWED. A U x I I WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS b OUTER LAMPS) AND b CONTROLS INNER LAMP(S) / - REQUIRED. SINGLE POLE SWITCH, +42" P/i CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. 5. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. X1 / REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. $° SUB-LETTER INDICATES FIXTURE CONTROLLED, +42" �� HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES ! ! INDICATE NUMBER OF CONDUCTORS 6• ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR j� " REMOVE ALL UNUSED SURFACE RACEWAYS. $3 THREE POLE SWITCH, +42" #$.1'c LISTING OR LABELING. z ! �f �� INDICATES WIRES AND CONDUIT OTHER THAN Al2 1/2"C = EXISTING C - METALLIC CONDUIT, PVC - PLASTIC CO Ulf 45KVA X MR RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING ® DUPLEX RECEPTACLE, +18 OR AS NOTED 7. EXIT/EMERGENCY LIGHTING SHALL BE UNSWITCHED FOR EL LIGHT z ' i ISOLATED GROUND OR GROUND CONDUCTOR FIXTURES. SEE LIGHTING FIXTURE SCHEDULE. x o 0 0 o' I� a ;v T EXISTING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. m ISOLATED GROUND DUPLEX RECEPTACLE +18" OR AS NOTED a " o'2225KVA FM T2 rrl FLEXIBLE CONDUIT CONNECTION AS REQUIRED 8. ALL ELECTRICAL FEEDERS IN BUILDING (MAIN FEEDERS, BRANCH o PROVIDE CUTTING, PATCHING FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ® ISOLATED GROUND FOUR-FLEX RECEPTACLE, +18., OR AS NOTED L1____EXISTING BRANCH PANEL CIRCUIT FEEDERS' ETC.) SHALL BE OVERHEAD. NO UNDERGROUND ` I ® ;! 200A DISC �J ALL REMODEL WORK SHALL BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE WITH ® FOUR-PLEX RECEPTACLE, +18.. OR AS NOTED FEEDERS ALLOWED UNLESS OTHERWISE NOTED. it xWAREHOUSE'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH WAREHOUSE, ARCHITECT FOR WORK +48" INDICATES MOUNTING HEIGHT OF EQUIPMENT OUTLET 9. APPLICABLE CODES: CEC 2010 AND TITLE 24. ' JUNCTION BOX, SIZE AND TYPE PER CODE / j; XISTING PANELS SCHEDULE. CENTER LINE ABOVE FINISH FLOOR ii N MEZZ. m HACR BREAKER IN NEMA ENCLOSURE, COORDINATE W/EQUIPMENT E.C. ELECTRICAL CONTRACTOR X !' I! COORDINATE AND SCHEDULE WITH WAREHOUSE FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE SUPPLIER j x PNL-C TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR WAREHOUSE'S NORMAL OPERATION AS TYP TYPICAL NEL-Ff2 H REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE GENERATOR, POWER COMPANY'S TEMPORARY 4 MOTOR CONNECTION AS REQUIRED SERVICE HOOKUP ETC. ' _LCC-2 x X J_x - PANEL: P9 208120 VOLTS 3 PHASE 4 WIRE / 400 A CU BUS M.L.O. 10000 A.I.C. MIN. EXISTING TOP FEED FLUSH MOUNT SQ-D NQOD PHASE (KVA) CKT.CKT. PHASE (KVA) CIRCUIT USE A B C BKR. NO. NO. BKR. A B C CIRCUIT USE ICE MACH. #54 1.45 20/2 1 2 20/2 1.45 ICE MACH. #54 1.45 3 4 1.45 CARB/ICE DISP. #53,70 1.14 20/1 5 6 20/1 1.14 CARB/ICE DISP. #53/70 REC. 0.60 20/1 7 8 20/1 0.60 REC. TL./FAX MACH. #31,32 1.08 20/1 9 10 20/1 1.23 PIZZA PREP. #9 01 PIZZA DISPLAY #14 1.51 20/1 11 12 20/1 1.20 PIZZA OVEN * ** SPARE 20/1 13 14 --- (SHUNT TRIP BREAKER) CASH REGISTER 0.60 20/1 15 16 20/1 1.20 PIZZA OVEN * ** Q CHILLER #5 1 .39 1 20/1 171 18 --- I (SHUNT TRIP BREAKER) o EXISING LIGHT TO SANDWICH PREP. #12 0.72 20/1 19 20 20/1 1.40 DOUGH PRESS #11 zo REM IN SLICER #26 1.18 20/1 21 22 20/1 0.60 REC. EXIST. REC. 0.60 20/1 23 24 20/1 0.82 CONDIMENT COUNTER #56 M.P. AREA OF WORK ! PRETZEL WARMER #34 1.70 20/1 25 26 20/1 0.20 ANSUL SYSTEM cy- PRETZEL WARMER #34 1.70 20/1 27 28 20/1 SPARE RECEPT 0.60 20/1 29 30 0.98 _:.:::_ 2.52 31 32 15/3 0.98 REMOTE CONDENSER YOGURT MACHINE #45 2.52 30/3 33 34 0.98 2.52 35 36 20/1 1.20 PIZZA OVEN * ** W ® ; ; 2.04 37 38 SHUNT TRIP BREAKER - F YOGURT MACHINE 45 2.04 25 3 39 40 1 .80 MENU PANEL LTS. I i 52a I I I O O 2.04 41 42 1.80 ILLUMINATED GRAPHICS TYP. SECTION 2 OF 2 ESPRESSO MACH. 47 2.15 30/2 43 44 20/1 0.24 PA INT 80 I b I I 2.15 45 46 20/1 0.72 REFRIGERATOR 20 Z w I� HEATED DISPLAY 38 1.68 20 1 47 48 20/1 0.40 GRINDER 46 ! I CASH REGISTER 42 0.60 20 1 49 50 20 1 1.68 HEATED DISPLAY 38 O 52a CASH REGISTER #42 0.60 20/1 51 52 20/1 SPARE o Op I I CASH REGISTER #42 0.60 20/1 53 54 20 1 0.90 HEATED DRAWER #36 o i. NP CASH REGISTER #42 0.60 20/1 55 56 N HOOD 16 1.18 20/1 57 58 15/3 SPARE � - P9/62 # - - - WATER HEATER #76 0.60 20/1 59 60 di o UF SPARE 20/1 61 62 20/1 0.48 COOLER COILS * N 'n SPARE 20/1 63 64 50/2 4.00 STM TBL/REF BASE #35 W SPARE 20/1 65 66 4.00 Q G SPACE 67 68 20/1 1.32 STM TBL/REF BASE #35 w o b SPACE 69 70 20/1 0.96 REFRIGERATOR #27 ` i ! Q ' I ROOF RECEPT. 0.20 20/1 71 72 20/1 0.96 FREEZER #21 QLd 52° TYP I I �� ; OU-1 2.30 45/2 73 74 20/2 1.45 CONDENSER FOR ICE VEND. � ,�, 2.30 75 76 1.45 �' O W ' ' ! COOLER CONDENSER * 0.84 20/2 77 78 20/1 1.18 FOOD SERVICE HOOD LIGHT * '�' In 0 En I TYP TYP E 0.84 79 80 1.32 0 W ° I COOLER CONDENSER * 0.84 20/2 81 82 20/3 1.32 KEF-5 La 'f 52° I ! 0.84 83 84 1.32 N 52a ! ° SEE DETAIL: /E-1 TOTAL PHASE A (KVA) 15.52 26.64 KVA 11.12 N W TOTAL PHASE B (KVA) 17.64 33.35 KVA 15.71 W r TOTAL PHASE C KVA 14.56 30.46 KVA 15.90 O j TOTAL CONNECTED LOAD 90.45 KVA 251 A '� A � J s/ "c EL * NEW/REVISED LOAD. PROVIDE BREAKERS AS SHOWN. W c #10 16 ** PROVIDE SHUNT TRIP BREAKER Q q I - b 1 /26 1 KEF-15 I �'-`'' U tx --:4 � rn :)9/12,1; ,36 ��11 00 � �, I Lo To Hoo S. E C. TO PLAN NOTES : 134 C\2 c PROVIDE S AKE ;ALL L NNECHO S. 01 REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE z W Fes., Z ° ODE AUST "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. W w O Z O ' co 114 E.C. TO MAKE CONNECTIONS TO THE ANSUL SYSTEM FOR THE OVEN. PROVIDE POWER, CONDUIT, RELAY & WIRES AS �-+ 78 REQUIRED FOR A COMPLETE SYSTEM, INCLUDING LOW VOLTAGE WIRING. COORDINATE WITH ANSUL & FIRE ALARM N Q Ll ° l 52° EXISTING RECEPT. 1 P9/82 CONTRACTOR. SEE SPECIFICATION SECTION 13960. of TO REMAIN TYP _� - #10 HOOD C ;NTROL CABI ET 03 EXISTING EXHAUST FAN TO BE REPLACED WITH NEW EXHAUST� FANS. E.C. TO REMOVE EXISTING CONDUIT & WIRES TO 000 I i b LOCATES IN MEZZANI E. O! SOURCE, RELABEL BREAKERS AS SPARE, AND TURN TO OFF POSITION. PROVIDE NEW FEEDER AS SHOWN. ^ j SEE DET / ® E.C. TO PROVIDE (1) 15A/3P BREAKER IN EXISTING PANEL H7 FOR NEW POWERSOAK SINK. FIELD VERIFY SPARE/ SPACE. V o s2° HMI I 05 E.C. TO REMOVE EXISTING RECEPTACLE & PROVIDE NEW RECEPTACLE AT NEW LOCATION. EXTEND FEEDER TO NEW Q z _ O O O I LOCATION AS SHOWN. REPULL WIRES AS REQUIRED. REUSE EXISTING CIRCUIT. FIELD VERIFY. w O ; I U N I TYP 52a TYP TYP I R\ I \ P9 77 © E.C. TO REMOVE EXISTING RECEPTACLE & ASSOCIATED FEEDER. EXTEND FEEDER FOR CONTINUITY. PROVIDE NEW WIRES AS �-! z / j I REQUIRED. FIELD VERIFY. Ld Q0 L_ / J \J 07 E.C. TO REMOVE AND REPLACE EXISTING FLUORESCENT LIGHT FIXTURE- WITH NEW FIXTURE IN REPLACED CEILING GRID AT Ld i 52° 52a COOLER REMOTE NEW LOCATIONS AS SHOWN. REWIRE AS SHOWN. REUSE EXISTING LIGHTING CIRCUIT IN EXISTING PANEL H2. FIELD VERIFY. L PLATFORM RS ON ® E.C. TO REMOVE EXISTING LIGHT SWITCHES AS SHOWN. EXTEND EXISTING FEEDER FOR CONTINUITY. PROVIDE NEW WIRES w w Y AS REQUIRED1:3 . FIELD VERIFY. _ ►� H2 5207 09 OUT-DOOR UNIT IS LOCATED ON ROOF. VERIFY EXACT LOCATION WITH M.C. BEFORE ROUGH-IN INSTALLATION. HVAC m: O p 2/52(EL) POWER SHALL BE OVERHEAD. DO NOT RUN CONDUIT ON ROOF. E.C. TO PROVIDE HACR BREAKER IN NEMA-3R Q t� 0 #10 UNSWITCHED 4 H7 39 #1a ~ ¢ L_ i �,P 0 / ENCLOSURE AND WP, GFI ROOF RECEPTACLE AS SHOWN. � � � w R 5_ 0 E.C. MAKE ALL FINAL CONNECTION TO NEW IN-DOOR UNIT. VERIFY REQUIREMENTS IN FIELD.Ln w I--- P9/81 WP DISCONNECT SUPPLIED B R EXISTING RECEPT.I BY OWNER, INSTALLED BY W w TO REMAIN E.C. PROVIDE LABEL P9 71 "POWERSOAK" PIZZA OVEN - Q O a� / b - - - - _ - SINGLE (5-20R) O ° _ I o RECEPTACLE © (NUBBLE HBL53611) o W w \ 10 EXISTIN LIGHT 2 5 1 EXISTING PNL P9 a 3 zLO °ry SWITCH TO REMAINFLO P9/7 i i Q C0 E-I W I I � i ' 6 1" WP p Lu O � Uz J wp GFI o w I? O Q� � Ln p U U-1 Q E o z SINGLE (5-20R) P T , FOOD SERVICE POWER PLAN RECEPTACLE 12" - OA uj SCALE: 1/4 - i -0 (HUBBLE HBL53611) D w FOOD SERVICE LIGHTING PLAN e - w3 RECESSED J BOX SCALE: 1/4 = 1 -0 I � � ; � } � O I I AND CONDUIT W/ Q SS COVERPLATE. ~ o P /Q za PARTIAL FLOOR PLAN HOOD CONTROL CABINET W � _ CAPTIVEAIRE SC-EMS2011 (S.O.I.C) SINGLE (5-20R) o'- SCALE: 1/16" = 1'-0" I- / NSUL ! RECEPTACLE 12" o . GAS SOLENOID I (HUBBLE HBL53611) Q cn 2 I I 0 LINE IN FROM O Q � WIRING BY E.C. ! � � � , o BUILDING POWER EXISTING FOOD O ! SUPPLY BY E.C. SERVICE AC < z HCC INTERLOCK ° EXHAUST FAN z o 24" 1 v o HOOD LIGHTS 0 0 Ln UFERE CE ONLYC Id N t LIGHTING FIXTURE SCHEDULE CAT 5 WIRING TO vEDWITHTHISPEItMrr ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE USER INTERFACE POWER OUT TO TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS BY M.C. EQUIPMENT BY '� HMI SHUNT TRIP 59 BI-LEVEL DIMMING & EARTH EARTHQUAKE CLIPS. (EQUIPMENT E.C. D LITHONIA 2GTL 4 G 60L LP841 BLD LATC LED RECESS Q O UNDER HOOD) 1.� 0 **EL LIGOHT�BANDEMERGENCY CAPACIIYBATTERY F 1400PACK UMEOPTION LIIGHT�OUTPUTHERE INDICATED OR 90-MINUTE.PLANS. NOTINCLUDE NIIGHT ALL IGHT�Y, TEST SWITCH, RED INDICATOR FOOD SERVICE EXHAUST FAN [--q z l� 1 v 1!l 1 I j *** PROVIDE SELF DIAGNOSTIC TESTING SYSTEM. WIRING DIAGRAM 1 TRIPLE STACK PIZZA OVEN C DETAIL ��2 C) Lj SCALE: NTS --- SCALE: NONE 0 i N SPECIFICATIONS CONSTRUCTION WALL: 5" WOOD-FRAME (T&G), POLYURETHANE, F-I-P EXTERIOR CEILING: 5" WOOD-FRAME (T&G), POLYURETHANE, F-I-P CAULKING 3/8" BID MIN. FINISH: 2X4 26GA. METAL WALL: 26GA. STUCCO-WHITE INTERIOR FOAM 26GA. STUCCO-WHITE EXTERIOR CEILING: 26GA. STUCCO-WHITE INTERIOR II 26GA. STUCCO-GALVALUM EXTERIOR PLUG BUTTON CAM LOCK FASTENER ACCESSORIES: 1 EA. - 36" X 84" HINGED (3) COOLER DOOR CAULKIN @ 48"O.C. MAX. SELF CLOSING 3/8" BID MIN. 20GA. SST. JAMB (MAGNETIC) INTERIOR 48"H. .100" DT/ALUM. KICKPLATE INT. & EXT. 1 EA. - 64" X 64 3/4" BI-PASSING SLIDING WINDOW 1 EA. - LIGHT SWITCH WITH PILOT LIGHT 1 EA. - THERMO SIMPLE THERMOMETER- SHIP LOOSE 1 EA. - THERMO SIMPLE POWER SUPPLY- SHIP LOOSE 1 EA. - 36" X 84" CHASE ECONO CLEAR DOOR NOTE: LAG DOWN CEILING 1 WALL TO WALL THE CEILING IS DESIGNED FOR "NO STORAGE" 3/8" X 8" LAG BOLT AND WASHER @23" O.C. 26GA. - 1/2" X 6 1/2" (PRE DRILLED) 12'-4" [148] O.D. 1 GALV. STEEL TOP CAP WITH FOOD SERVICE COOLER #8 X 5/8" TEK SCREWSAl 26GA. METAL @ 23" O.C. CEILING PANEL CAULKING 3/8" BID MIN. CAULKING l I I NSF GASKET - 3/8" BID MIN, DESIGN CRITERIA: u SEISMIC PARAMETERS: S = 0.978 I 1 II _ WALL PANEL FOAM S g �I S, = 0.424g <I I I S 0.723 � � I I DS:::::: CD I�_,._ _� , SEISMIC DESIGN CATEGORY = D INTERNAL WALL PRESSURE = 5psf 0 I I CEILING DL = 3psf II CEILING LL = 10psf N N 2 CEILING TO CEILING I ii u ;n I I I I iY7 II I II o II II -IN <I I I IO < II T 1 I I N `1 II INTERIOR II ate.. II �n EXTERIOR 3/4" X 3/4" X 16GA. GALV. STEEL ANGLE 3'-4" 3' 3'-4" WALL PANEL a TA ABACK` GROVE #14X3" TEK ENGINEERIN0 SCREWS @ 23" O.C. 812 S. La 9'-8" [116] 2'-8" [32] FINISH FLOOR Bose, ID 3705a Drive 11 PLAN VIEWCAULKING /�'�HILTI KH-EZ %,6 (208) 345-8941 3/8" BID MIN. 1/4" DIA 1 5/8" EMB. fax (208) 345-8946 @24" O.C. web www.tamarackgrove.com ESR 3027 LARR 25897 TGE FIRM NO.: 1078621-95 OR EQUALLY APPROVED 2 3/4"0 PVC CONDUI — 3 WALL TO FLOOR @66" AFF. 1 1--Ln100 �CD \ I I I in � r7 o I 1- �L N r7O = cD Ln u I J I + + + + +++++++++++ SUBMITTAL DRAWING ++++++++++++ MUST BE SIGNED & RETURNED BY _..... ______ 28 1»0 HOL `,,_,� TO BE SHIPPED ON______----_- �� Z ❑ NOT APPROVED -REVISE AND RESUBMIT 12" DEEP \❑ APPROVED AS NOTED-MANUFACTURE AS NOTED LEFT ELEVATION @66" AFF. ❑ APPROVED AS IS-MANUFACTURE AS DRAWN THIS SIDE DC dOMGHw 101Mo FRONT ELEVATION MUIR MH 4 NOT IN USE �p PROF 03 G EXPIRATION DATE:6/301 1a 08/18/15 RELOCATED BI-PARTING WINDOW NORMA REV. DATE DESCRIPTION REV.BY ff Custom Cooler Inc . . 0 420 E.ARROW HIGHWAY 701B W. MAIN STREET SAN DIMAS,CA 91773 ELKTON,KY.42220 TEL:(909)592-1111 TEL:(270)632-6266 FAX:(909)599-6223 FAX:(270)632-6263 JOB: CUSTOMER: COSTCO #111 COSTCO WHOLESALES 7850 SW DARTMOUTH ST. DRAWN BY: NORMA DRAWING NO.: 5 NOT IN USE TIGARD, OR. 97223 DA1E: 07/30/15 15- 1647 CUSTOM COOLER PRODUCTS COMPLY WITH THE"R"VALUE REQUIREMENTS OF SECTION 340 OF THE ENERGY POLICY SHEET 1 OF 1 AND CONSERVATION ACT(42 U.S.C.6311)AND CALIFORNIA TITLE 20 AND TITLE 24. FOOD SERVICE COOLER rSC;�E: 1/411=1 1-0