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HomeMy WebLinkAboutPermit M08-178 - WESTFIELD SOUTHCENTER MALL - DAPHNE'S GREEK CAFE (PURGED)PIPE SIZING TABLE (2006 UPC) @ 5 PSI/100' FIXTURE UNIT (MAX.) FLOW (MAX.) PIPE SIZE FLUSH TANK FLUSH VALVE VEL (F.P.S.) G.P.M. 1/2" 3/4" 1" 1 1/4" 11/2" 2' 3 8 16 47 75 230 - - 4 10 22 110 5.0 5.1 5.3 7.1 6.7 7.1 3 7 13 27 37 70 PIPING MATERIAL PIPING ABOVE GROUND UNDER GROUND WATER TYPE - L, COPPER TYPE - K, COPPER 314" cu. FAN COIL CONDENSATE TO FE-1 INDIRECT -1" AIR AP G.C. TO VERIFY ALL EXISTING CONDITIONS TO (E) COMMON GREASE INTERCEPTOR WASTE / VENT PIPING PLAN 1/4 1' — f oStstc/ ft /4. we'N' Uytpe O.C. BOVE CEILING) 1/2" DN. WALL & THRU SCREEN W COORD W/ 1-I JED 2- 17 1 I WATER PIPI\G PLAN 1/4 1 ' _ II 1/2" DN. THRU COORD. P 1" S.O.V. IT RK KEY NOTES' II El ci 6 IA 1/2" HWWI1 /4TURN STOP &4'LONGS /S BRAIDED HOSE (STEAM TABLE FILL FAUCET) 1!2" CW W/ IN-UNE BACKFLOW PREVENTER (CARBONATOR IN CABINET) 3/8"W/ 1/4 TURN STOP (g 30" AF.F (LIQUID SOAP DISP.) 1/2" HW HOSE BIBB (g 30' AF.F. 1/2" W/ S.D.V. & VACUUM BREAKER (MOP BASIN SOAP DISP.) Mo 1'78 54' AF.F. MAIN WATER SHUT -OFF VALVE WI RECESSED ACCESS PANEL IN WALL @ 60" AF.F. �� Must 1eNu.w• 4 lore$ . 4 "0 t CONDUIT W/ 90 D SWEEP ELEBOWS EA END FOR SODA SYRUP LINES - INSTALL BELOW FLOOR; COORDINATE PLACEMENT W/ MILLWORK & SODA VENDOR PIPING LEGEND WASTE PIPE VENT PIPE DOMESTIC COLD WATER PIPE - - - DOMESTIC HOT WATER PIPE WATER HEATER SIZING CALCULATION QTY. 2 HAND SINK (HS-1) 1 UTENSIL SINK (US-1) 1 PREP SINK (PS-1) 1 MOP SINK (MS-1) 1 DISHWASHER (DW -1) . 1 FILL FAUCET 1 HOSE BIB GPH 10 107 GPH x 60% = 86 GPH (SINGLE-SERVICE UTENSIL) 42 15 15 15 5 5 107 86 x 50 °F x 8.33 .75 47,759 BTU INPUT WATER FIXTURE UNIT SCHEDULE QTY. FIXTURES 2 HAND SINK 1 PREP SINK 1 UTENSIL SINK 1 MOP SINK 1 HOSE BIBB (HOT WATER) 1 DISHWASHER (HOT WATER) 1 STEAM TABLE FILL FAUCET (HOT WATER) 1 ICE MACHINE 1 SODA DISPENSER WATER FIXTURE UNIT (1NFU) TOTAL 2 3 3 25 1.5 2 2 3 3 Z5 1.5 WFU TOTAL 17 RECEIVED JUL 0 9 2008 PERMIT CENTEF • DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: C O R T L A N D t4. 0:.. R A. N • A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 7601 "fit. j PH: (817) 635 - 5696 • FAX: (817) 635 - -56 REVISIONS A 5/7/08 P C REVS. HEAL \ HEALTH DEPT. 5116 OWNE R REVS. SHEET NUMBER �{ i. ROOF HATCH, REF ARCH CUT (5) ROOF DECK AFTER ALL (N) /ALES ARE IN CN) MECH UNIT CURB, otHeR5 ROOFINGS, i ARC AA 0/ ..-- I li ROOFING, REF ARCH GUT (E) ROOF METAL DECK AS RED'S FOR CURB ATTACI -MT w/ _ CURB ATTACHMENT, BY OTHERS CUT (E) ROOF DECK AFTER — ALL (N) ANGLES/BEAMS ARE IN PLACE TD) L. V4 J / ` ! C () CURB ATTACW Nt, BY OTHERS ___. --- -.�_.. ___.___._.._.._ STEEL FRAMING (W MEGH UNIT _- ___- ._._.._ _ s° / — _._..._ H I :f::: _ -. _ . ..__ -__ ____ r METAL DECK AS Roaff REQ'S FOR CURB - ATTACI -MENT w/ -I STEEL FRAMING j © � ' "' 41 (E) HP BEAM, REF PLAN •�∎ A. �' - - 4a " ` j1 I (WL5x3 REF PLAN 1 • I/4 j \ I/4 ' I/4 r 1 L5x3 ILLY) BEYOND, i REF PLAN I (N) 40 BEAM, REF PLAN L5x3 (LLY) BEYOND, REF PLAN (M) ,4NC�L TO (N) BEAM CONN DETAIL 4 1/2 1 (N) HO 6EAM, REF PLAN 5/I6' 11 -IIcK SHEAR TAB w/ 2 -1/8' DIA A 325 BOLTS, TYP 1 (N) ALE TO (E) IMAM CONN DETAIL 0 (E) BEAM, REF PLAN (M) BEAM TO (E) BEAM CONN DETAIL 0 0 - 1 V2° : 1. -0° 1 1/2° : 1 - 11/2 : 1' -0 (E) BEAM, REF PLAN (N) BEM, REF PLAN TOP OF — . . ()) COLUMN I --- _. ) I EAM I —` I / 1/2° DIA THREADED ROD HEAVY DUTY / w/ f/ NUT (ONE ABOVE 3 AND ONE BELOW) AT EA COWER OF HOOP; UPSET THREADS AFTER / 3/8" 11-1K E AS REQ'P INSTALLING THE / HOOP / / I M me _ 1511 / / ` 3/16 F 4s. i L3x3x3/8 KICKER TIP AT ALTEFFIATE cos R (TOTAL 4 REQ'D PER EA r HOOD) �' HANCzINCx ANCxLE 6Y KItCHETI HOOD BY OTI IERS HOOD MFR TYP A T EA 18 60 LBS MAX VERIF w/ CORNER OF HOOP MEGH) Ir7� 18x R e . - W L3x3x3 /8 � i:i ji:• BRACE, TTP (E) COLUMN Tt� Q \\ L \ ' IE c) I , ------- - $791 \,\. J , I b I L ROOF HATCH t3 ... \. ,r • : c - (N) L5x3x3/8 REF ARCH $ . ) ` .- A %4:1 (N) L5x3x38 / LLV UPBLAST EXHAUSTER n309 (w L 5x3x3/8 (LLV) \ AttchIl \ / �\t' ` PI `1U1� , ' \g: � . - -1� 1 y>\m` „' •> 4 KITCHEN i•• ::. HOOP \ a . (860°1 \' s TO b O- GOMPr SSOR LN1T (15' NOTE: REP PET taw FOR INFO NOT SHONN f TYPICAL KITCHEN OD CONN WAIL I" - 1'-m° . MAKE -UP AIR ( T I ( D ° ) I \g 04) \' 1 ` s a ' .;1' $299 -' '� ►• 4 t \ .10 A 44" (N) L5x3x3 /8 � \ °\5 (LLV) Ali � rrP 0 - - i.1, ' iW' \ -4, �l .? w O Y.- agi k C‘& \ AC-I (zam=) \ ' 60 RECEIVEr JUL 092008 PERMIT CENTEI FRAMING PLAN -.ES; (ate c wlmxl� � �� � / (N) L5x3x3/8 (LLv.) ti I . CONTRACTOR TO FIELD VERIFY EXISTNG AMP PIMEN510N5 PRIOR TO FABRICATION OF ANY MEMBER 2. REFER TO 51.01 FOR GENERAL NOTES_ (E) COLUMN — rINCHANICAL 00 FRAMING (E) COLUMN P1 Z 16 1 STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. Tukwila, WA LEI LI..I ( z a_ 0 SHEET TITLE: SHEET NO.: 52.01 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 - 5696 FAX: (817) 635 - 5699 co co (D 07 APR 03/08 PERMIT SUBMITTAL CYW DATE REVISIONS BY C O R T L A N D - M :'. ' : 0 R G . A =. NJ .': H I T E C T PROJECT TITLE: DAPHNE'S GREEK CAFE' MECHANICAL ROOF FRAMING PLAN FILE NO.: 0816A DATE: APR 2008 SCALE: AS NOTED DRAWN BY: KL CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. 2600 SOUTHCENTER MALL