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HomeMy WebLinkAboutPLAN5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER VENEER SEE ARCH SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS TOP OF CMU EL +16'-4" — 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX— CMU WALL TOP OF BEAM EL +1 T-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF TOP OF BEAM EL +1 V-0" TRUSS BEARING EL SEE PLAN — PREFAB METAL CANOPY SEE ARCH BOTTOM OF BEAM EL+9'-0" BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE 16" CMU BOND BEAM WITH (4) #5 CONT SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO RAFTER UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH RAFTER WITH (2) #10X4" SCREWS PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PLYWOOD ROOF F__] SHEATHING VPROVIDE 2X8 BLOCKING AT 24"OC SIMPSON LUS26 HANGER EACH END EACH RAFTER ATTACHED WITH (4) 10d NAILS TO NAILER AND RAFTER (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 16" CMU BOND BEAM WITH (4) #5 CONT 8"X36" CONCRETE BEAM CB-3 CONCRETE SLAB SEE CIVIL TYPE 3 SEE y0111Yal7Lxu111# 2X4 BLOCKING AT 24" OC MAX (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X24" CONCRETE BEAM CB-1 CONCRETE FOOTING BEYOND SECTION 110 SCALE: 3/4" = V-0" S-6 2X4 X-BRIDGING AT 24"OC TO BRACE WALL TRUSS BEARING EL SEE PLAN 3 5/8", 16 GA CFS 3/4" DIA THRU BOLT AT 12" OC IN STUDS AT 16" OC VERTICAL SLOTTED HOLES -- CMU LINTEL SEE SCHEDULE VENEER SEE ARCH STOREFRONT SYSTEM SEE ARCH EJ (1) #5 CONT CONCRETE SLAB CONCRETE SLAB SEE CIVIL SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN #5 AT 24" OC z 2 DRAG TRUSS SEE PLAN PLYWOOD ROOF SHEATHING CONT L5X5X5/16 WITH 1/2" DIA ANCHOR BOLTS AT 24" OC WITH 12" EMBED PRE-ENGINEERED WOOD TRUSSES SEE PLAN. CONT (2) PT2X8 TOP PLATE TOP OF CMU EL +10'-0" 16" CMU BOND BEAM WITH (4) #5 CONT I N CMU WALL EJ CONCRETE SLAB SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN SECTION @S16SCALE: 3/4" = V-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT JAY or, NEC'ESSSARY IN QR DEqr TO, C0"APLY �IITH Aa.L WPLICAfti CODES:: EJ CONCRETE WALK SEE CIVIL SECTION (1) #5 CONT CONCRETE SLAB SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN #5 AT 24" OC SCALE: 3/4" = V-0" S 6 ATLANTIC _ ENGINEERING=_ 6501 Arlington Expressway C Building B, Suite 201 ' C Jacksonville, FL 32211 PH: 904.743.4633 FX:904.725.9295 AES #317.107 0 w x O z J J U U w a N N 3 I— x U 3 0 0 w F z Ld w 0 O w In O a EL EL w 0 } z ¢ 0 O H a z O J O 3 z 0 U 0 0 W w 0 Z Q (9 N z z U N Y a 0' a > LU E W p LL w Q N 0 s s 00 cD N J W n O (n J O o I� z Z a Y W w ~ O of 0 L Oo CIL I� gotdco VERTIC L 11111.0 O V J AW U) Cq LO Z N 0� LO aW0) O Y< Z_P �0 0 0 z =� awe O � U ��C% OV 6% YS a J m�Z�� /� � v J 0 u, 0 Y/ W Z O z U LU �i W J z Z H o H- F- W W U) S-6 DAVID L WEBB PE 47180 UUNV nl II I vv,—• ELEVATION 30 SCALE: 1/2" = V-0" S-7 — I OP OF GUNGRE I E BEAM CB-2 EL +13'-0" K5X5/16 CONCRETE BEAM B"X7"X5/8" PLATE WITH (4) 5/8" DIA X 6" LONG WELDED HEADED STUDS HSS5X5X5/16 DETAIL q SCALE: 1" = 1'-0" S-7 011111x5 HOOK BEAM R. Wulbern Architect PA a w x to z r J J Q U L� U W a In N Q 3 I- 2 U_ i 0 H a Z a 0_ W 0 w 0 0 a Z) (L Of W 0 z z a a 0 F a a z a C LL C 2 3 2. J Q F AA-0003433 Ile (904)329.2010 tal mbert@wulbem.nat (9 N z z o v) Y U � � a a uj F w 0 d' IL W r F- Q v N s � Go Go N -i w O En J O O 1� Z W NO U �►/ ale I LU � w = F- a o W 000oa- TIE SPACING PER DIAGRAM/ v SCHEDULE O ro r a ° Wg U)=-----CONCRETE COLUMN VERTICAL COLUMN THESE PLANS AND ALL PROPOSED W09K REINFORCING ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AAY Br NECESSARY IN -ORDER TO CO"dPI,Y6v*rr LA FLICA'_1 OODES;': DETAIL g SCALE: 3/4" = V-0" S-7 UI V) 0 w w 0 w z z z O U z 0 F Q it 0 0 z 0 Z Q Z a 0 0 n ai a 0"111111,,, 11/I,' �o L o°J •. F'' Q• ° TLANTIC - ° a ENGINEERING '7 *'= 6501`Arlington Expressway Building B, Suite 201 .(� •., �r : •? Jacksonville, FL 32211 •'0(•� R I•pPr• PH:904.743.4633 FX:904.725.9295 ',� AES p317.107 SS�,�I, ,W1L„`� • DAVID L WEBB PE 471 BO rI) goldco " ... VERTIC L a.. O V Z J U) %.ai d z N Q � O Yo Zo 0 � LL Z � Q W F-U U) - J 00 LO m00 z`°� Z O J L LI 6 J LU25 ; LU G N � I LL a LU LU B W F- �/ 0 o P: Z F- I!J p W r , V S■ FIELD MOLDED SEALANT CONCRETE SLAB SLAB REINFORCING N_ —4. i III —III _ ❑ L,;IIII,,, II VAPOR RETARDER COMPACTED FILL TYPICAL SLAB MIN MIA L COMP BACK-UP PREMOLDED INSERT, SAW CUT 1/4" OR TOOLED JOINT. SAW CUT JOINTS WITHIN 4 HOURS OF CONCRETE PLACEMENT. USE TOOLED JOINTS FOR ALL EXTERIOR SLABS CONCRETE SLAB ❑ -- TYPICAL CONTRACTION JOINT IN SLAB ON GRADE DETAIL PIPE INTERSECT WITH FOOTING DETAIL SLAB RECESS SEE ARCH SLAB RECESS LESS THAN 3" POUR FLUSH IN AREAS TO RECEIVE FLOOR COVERING NOTE 1 CONT SHEAR KEY 2„ TYPICAL CONSTRUCTION JOINT V ° IN SLAB ON GRADE DETAIL NOTE: 1. ROUT AND SEAL JOINT AT EXPOSED OR EXTERIOR JOINTS ONLY. BEAM OR FOOTING TYPICAL FOOTING CORNER REINFORCING DETAIL 18 —L 18 #4 AT 16" OC - Oz_— CONT S1 SLAB RECESS GREATER THAN 3" TYPICAL SLAB RECESS DETAIL EXTERIOR FACE 3 OF SHEATHING --�, -A STEEL COLUMN I I WALL BEYOND I I I I I I I I I I I TD PIPE SOLID WITH (2) #3 HOOKED TO ZETE TURN -DOWN III EJ MATERIAL I I :ETE FOOTING FINISH GRADE OR CONCRETE SLAB 3 SEE CIVIL CONCRETE SLAB II p BUMP -OUT TURN -DOWN 6° TO PROVIDE 3" MI '4 1 1/2" NON -SHRINK CONCRETE COVER FOR GROUT BASE PLATE AND ANCHOR BOLTS e a � o a CONCRETE FOOTING TYPICAL STEEL COLUMN FOOTING DETAIL EXPANSION JOINT MATERIAL #4AT12" OC EW TOP AND BOTTOM CLASS "B" � CLASSTOP OF FOOTING LAP LAP (1) #4 EL SEE PLAN J U TOP OF FOOTING iv ° EL SEE PLAN = REINF BARS SAME SIZE AND b NUMBER AS LONGITUDINAL BARS CLASS "B" TIES, SEE SCHEDULE LAP LONGITUDINAL BARS SEE SCHEDULE TYPICAL WALL FOOTING STEP DETAIL BEAM OR FOOTING CORNER BARS TO MATCH SIZE, QUANTITY AND SPACING OF BEAM OR FOOTING REINFORCING (PROVIDE CLASS "B"TENSION LAP) TYPICAL FOOTING INTERSECTION REINFORCING DETAIL =E PLAN &COORDINATE WITH EQUIP FURNISHED (EQUIP SIZE + 1'-0"MIN) /,— pROVIDE ANCHOR BOLTS, LEVELING CHANNELS, ETC AS REQUIRED BY EQUIPMENT FURNISHED CONCRETE SLAB EQUIPMENT PAD TYPICAL BASE PLATE DETAIL (2)#5 CONT FINISH GRADE OR CONCRETE SLAB SEE ARCH. AND CIVIL --\ b WHICH EVER GOVERNS TOP OF CONCRETE FOOTING OR PIER 1/4" PLATE WASHER WITH NUT is *-COORDINATE DIMENSION z OF THREAD REQUIRED FOR a PLATE AND GROUT THICKNESS. w 3/4"DIA J 1/4" PLATE WASHER WITH DOUBLE NUTS TYPICAL ANCHOR BOLT DETAIL CONCRETE SLAB E 1'-0" MIN TYPICAL TURNDOWN SLAB 7FiESE PLANS AtJO ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT . �mY BG. JJECES?1RY IN ORDER TO �Q"PLY WIT H �,L tVPiICA-1.4 CODES;" 0 w x Z L=L J J ¢ U U W a N 3 H x U O N z ¢ w r O w O a a a w 0 } z a a ¢ a zco O OLn z c U c C a lL aiR a C 2 Q c v a a c C a F 4 C 4 C C v_ C 4 Q ILL 3 C V G < F C. `D c C D C co M 7 i TLANTIC ° ' !!4, ENC3INEERING-' *:• ti *'E 6501 Arlington Expressway TE\O� - Building B, salts 207 Jacksonville, fL 32271 PH: 904.743.4633 FX:904.729.9299%4011 1•�•�`��,��� AE9 D317.107 "0,,� rrn�Ln,`%p1`, DAVID L WEBB PE 47100 ;0 R. Wulbern • 1 •. TA AA • 0003433 Iic (904)329-2510 ml robert@wulbem.nef LU ix W (7 N Z z N Y U ry a { I� goldco .. , . VERTIC L .F.r O U J a-+ •r Z N Q � chi O Yo �LIL} Z� F- Y O ��r�no= J O J m � a L1J N � I Q Q TYPICAL BOLLARD DETAIL S8 u,T�ocvnru,n uwn�winv .",., , 1. SEE PLAN AND SCHEDULE FOR REINFORCING REQUIREMENTS 2. SEE ASSOCIATED TYPICAL MASONRY DETAILS 3. PROVIDE MASONRY JOINT REINF AT 16" OC (NOT SHOWN FOR CLARITY) TYPICAL MASONRY WALL REINFORCING ELEVATION )P OF WALL CONCRETE TIE BEAM OR MASONRY BOND BEAM VERTICAL REINFORCING HORIZ JOINT REINF DISCONTINUED AT CONTROL JOINT TONGUE & GROOVE BLOCK UNITS HORIZ JOINT REINF DISCONTINUED AT LINTEL CONTROL JOINT NOTE1- SILL REINFORCING DOWELS TO MATCH VERTICAL REINFORCING WITH STD 90 DEG HOOK GROUT INSPECTION HOLES IISH FLOOR P OF FOOTING SEALANT NOTE 1 PREMOLDED RUBBER OR PVC CONTROL JOINT OPTION #1 RAKE JOINT 3/4" DEEP #2 Z-BAR 4 CAULKING 4 OPTION #2 NOTES: 1. REINFORCEMENT PER PLAN & SCHED PROVIDE MIN (1) #5 BAR AT END CELL OF WALL. GROUT CELL SOLID. 2. SUBMIT CONTROL JOINT PLAN TO ARCH FOR REVIEW. TYPICAL MASONRY VERTICAL CONTROL JOINT DETAIL CENTERED REINF NOTE 1 VERTICAL REINFORCEMEl' EACH FACE REINF NOTE1 VERTICAL REINFORCEMENT NOTES: 1, VERTICAL BAR POSITIONERS LOCATE AT TOP OF FIRST FILL ALL CELLS BELOW FINISH COURSE, ONE COURSE BELOW TOP OF WALL, AND AT 192 FLOOR SOLID WITH GROUT BAR DIAMETERS WHEN USING HIGH LIFT GROUTING 2. WHERE REINFORCEMENT IN MASONRY WALL SCHEDULE IS DESIGNATED AS INSIDE FACE OR OUTSIDE FACE, INSIDE FACE SHALL REPRESENT BUILDING INTERIOR FACE OF WALL AND OUTSIDE FACE SHALL REPRESENT BUILDING EXTERIOR OR RETAINED SOIL FACE OF WALL. TYPICAL CONCRETE MASONRY WALL REINFORCEMENT DETAIL PROVIDE 2#5 VERTICAL IN 2 CELLS EACH SIDE OF OPENING. BARS TO EXTEND FULL HEIGHT OF STORY IN WHICH OPENING OCCURS. GROUT CELL SOLID. LINTEL BRG ABOVE MASONRY OPENING LINTEL BRG ABOVE SEE ARCH DWGS FOR LOCATION & DIMENSION PLAN VIEW TYPICAL JAMB REINFORCING FOR OPENING IN LOAD BEARING MASONRY WALL DETAIL TOOTH MASONRY TOGETHER AT EVERY OTHER COURSE � REINF W/ (2) #5 GROUT CELL SOLID INTERSECTING CONC MASONRY WALL— CONTCONC MASONRY WALL —� OPTION #1 1 STRAP ANCHOR INTERSECTING CONC MASONRY WALL STRAP ANCHOR 1/4"X1 1/2"X2'-6" W/ 3" RIGHT ANGLE BENDS AT EACH END AT 48" OC VERT MAX EMBED BENDS IN CORES FILLED W/ MORTAR OR GROUT OPTION #2 NOTES: 1. TYP AT ENDS AND INTERSECTIONS OF WALLS. 2. GROUT ONLY THOSE CELL CONTAINING VERT REINF UNO. 3. PROVIDE 2'-0" MIN LAP FOR ALL VERT BARS TYP AT ALL FLOORS. 4. FOR MASONRY WALLS NOT SHOWN ON PLAN NO REINF OR GROUTING IS REQ'D EXCEPT AS SHOWN ON TYP DETAILS. 5. USE OPTION #1 AT WALL CORNERS. TYPICAL CORNER AND INTERSECTING MASONRY BEARING WALL DETAILS HORIZ BOND BEAM REINF 24 24 (2) #5 CORNER BOND TENSION LAP SPLICE TYPICAL BOND BEAM CORNER DETAIL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4t- f 1AY Br, L NECESSARY IN ORDER TO. COMPLY WITH m 144vpPLICAo' 4 CODES:: HORIZ BOND BEAM REINF Q J w z U OJ Qd 0 ZO Z �ZU H UUd z U) ¢h CONTROL JOINT RAKE OUT & CAULK REINF W/ (2) #5 GROUT CELL SOLID TOOTHED MASONRY NOT REQD CONTCONC MASONRY WALL (2) #5 CORNER BARS 24 24 BOND BEAM TYPICAL BOND BEAM INTERSECTION DETAIL MASONRY LINTEL SCHEDULE WALL DIMENSION AND REINFORCING OPENING = "L" (FT) LINTEL DEPTH MASONRY BLOCK WIDTHS LINTEL DEPTH PRECAST CONCRETE WIDTHS MASONRY VENEER LINTEL 8" WALL 10" WALL 12" WALL 8" WALL 10" WALL 12" WALL GALV STEEL ANGLE 0'-0" < L < 4'-8" 7 5/8" 244 244 2-94 8" 244 244 244 L5X3 1 /2X1/4 LLH 4'-8" < L < 6'-0" 7 5/8" 245 245 245 8" 244 244 244 L5X3 1/2X5/16 LLH 6'-0" < L < 7'-4" 15 5/8" 245 245 245 8„ 2-#5 2-#5 2-#5 L5X5X5/16 7'4" < L < 8'-8" 15 5/8" 245 245 246 8 245 245 245 L5X5X5/16 8'-8" < L < 10'-0" 15 5/8" 2-#5 2-#5 246 8" 2-#5 2-#5 246 L5X5X3/8 NOTES: 1. DO NOT USE THIS SCHEDULE IF CONCENTRATED LOADS ARE APPLIED 2. PROVIDE 8" BEARING AT EACH END (MIN) FOR 7 5/8" DEPTH, 16" FOR 15 5/8" DEPTH 3. ALL EXTERIOR LINTEL ANGLES SHALL BE HOT DIP GALVANIZED. 4. AT CAST -IN -PLACE END SUPPORTS, PROVIDE HOOKED DOWELS INTO CONCRETE WALUCOLUMN THAT MATCH SIZE AND QUANTITY OF LINTEL REINFORCEMENT. 5. " fc " FOR PRECAST CONCRETE SHALL BE 4000 psi MIN. 6. MASONRY AND PRECAST LINTEL REINFORCING SHALL BE PLACED AS SHOWN, 7. VERTICAL WALL REINFORCEMENT SHALL EXTEND THROUGH THE LINTEL AT THE BEARING ENDS. 8. ALL WIDTHS ARE NOMINAL DIMENSIONS, rj w x z D_ Lf Lf r J U l� U W o_ N N ¢ 3 H x U i 0 ¢ z W w F- 0 w W O o_ o: o_ W w F- O r z ¢ o: O F- o: ¢ a z W O J O 3 z 0 U 0 0 Of w D: cr z z 0 m w m 0 O z } ¢ z ¢ J ¢ F lop z O w W w x 0 w z z O U z 0 1= ¢ 0! O z z 0 z ¢ O z ¢ 0 0 n o• `� c L .s OQ: F .,.� "° & ATLANTIC o a - ENGINEERING-' 6501 Arlington Expressway = ? ,11 7� Building 8, Suite 201 % �� %% STATE F J Jacksonville, FL 32211"' PH: 904.743.4633 FX:904.725.9295 -'., SS .OR AEG #317.107 ��,'�'111 _`k.��� DAVID L WEBB PE 47180 R. Wulbern Architect PA AA - 0003433 Ilc (904)329-2510 tel robert@wulbem.rwl (9 N Z z 0 !n 0 Y U LU F w 0 LL W ¢ o � Go Go N IJ`I w O (n J O o I� z NO w U ,O Z 3 Y U w W --) m x m <X a 0D_ 1 goldco VERTIC L i O V J U) CM ci a W 0) co e a O Yo Z� �0 O LL Z Y O 043 Z) ��Q = �U O OamnOV C w/ i� Do rn J LO� U) m�z J z 0 U m J a c L^U Cnn Q I Q g v � a LLI F- o z ~ °o P W W S-9 R. Wulbern Architect PA VITH DN LUS28-2 END TRUSS WITH )P CHORD AN nITH ON LUS28-2 END TYPICAL ROOF OPENING FRAMING DETAIL NOTE: 1. SEE ARCH/MECH DRAWING FOR SIZE AND LOCATION OF OPENINGS. 2X8 CONT NAILER 'X' BRIDGING AT 20'-0" OC MAX AND AT EACH END PLYWOOD ROOF SHEATHING LAP HORIZONTAL BRIDGING / OVER TWO ADJ TRUSSES 2X4 LATERAL BRIDGIN CONN. AT EACH TRUSS W/(2) 16d NAILS (LOCATE BRIDGIN% CLOSE TO TRUSS PANEL POINTS) 2X4 DIAGONAL BRIDGING CONN WITH (2) 16d NAILS. TYPICAL WOOD l NOTE TO GENERAL CONTRACTOR: WHERE THE CEILING IS NOT TO BE H I I JAL MCU UIM=I 1 L 1 1 V 1 Ma U14UaM\ 'NC Vv I TRUSSES SHALL BE LATERALLY BRACED WITH CONTINUOUS 1" X 4" MEMBERS NAILED TO THE UPPER SIDE OF THE BOTTOM CHORD AT A MAXIMUM OF 6'-0" ON CENTER WITH TWO(2}16D COMMON NAILS AT EACH INTERSECTION OR AS SPECIFIED BY TRUSS MANUFACTURER. THIS LATERAL BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-0". ATTACH DIAGONAL BRIDGING TO NAILER WITH SIMPSON HGA10. TYPICAL BRIDGING DETAIL i RUSSES TRUSS CONNECTOR SCHEDULE TYPE CONNECTOR CAPACITY (LBS) 1 SIMPSON H10A WITH (9) 10d UPLIFT = 1340 X 1 1/2 TO TRUSS AND (9) 10d X 1 112 TO PLATE 2 SIMPSON HUS26 WITH (14) UPLIFT = 990 10d X 1 1/2 TO NAILER AND GRAVITY = 2130 (6) 10d TO TRUSS 3 SIMPSON LTT19 WITH 3/4"DIA TENSION = 1310 BOLT TO NAILER/ WALL AND (8) 10d X 1 1/2 TO TRUSS NOTES: 1. CONTRACTOR SHALL VERIFY TRUSS REACTIONS DO NOT EXCEED CAPACITIES LISTED. 2. CAPACITIES ARE AT ALLOWABLE LEVEL. THESE PLANS ANa ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT a �, lIAY Br, NEQESOARYfN y'TRDER TO14, : 0"j.VYTH;i -'? IAA CODEs 2 z U- J J U U- U W Q- 3 F— x U_ 0_ O LL H z Ld w 0 0 LI IN O a a Uj w F- O z z K 0 Of a a z X O J O AA - 0003433 Ilo (904)329.2510 tel robert@wulbom.nat V) Z z O N In •L U � a W 0 a LL W r Q N G CO CO N � r` U)) o o I� z .r1 ^/ z Y LU 0 U Q 0 d U) z O W X W 0 W z F- z O U z O I= O Z 0 z z Z 0 In 20 ,, II,Ilull'Innq L •E TLANTIC 0. 7 r ENGINEERING: *' 1:W= 6501 Arlington Expressway �0 TLr,� Building B, Suite 201 F. •� Jacksonville, FL 32211 •'�.,< O R 1•�r'• PH: 904.743.4633 FX:904.725.9295 %,�n�n •�.�.R. !v �.'� Z. AEG•317.107 SS,r IV1Ln`,,00� 1 DAVID L WEBB PE 47180 rI� g c old .o,.a, ..,�..,, VERTIC L O V J .ft.00 L0 V/ Q N LO e r M O Y ZCD x 0 �L Z� _ aW ujz oO= W v) 0 U J 00 m�Z�� J O U) N Q 0 W U) I Q z Qa U � a N W J o z � O o H- H W W 2 N S-10 VERIFY LOCATION ON SITE WITH MOST RECENT KITCHEN EQUIPMENT PLANS. MARK RISER LOCATION ON FLOOR AND PLUMBOB UP FOR ACCURATE LOCATION OF DECK PENETRATION. DIMENSIONS SHOWN ARE FROM STUDS. HVAC CONTRACTOR SHALL INSTALL 10"0 I.D. (16"0 O.D.) METALFAB DOUBLE -WALLED EXHAUST DUCT FOR FRYER HOOD AND BROILER/OVEN HOOD FROM COLLAR ON HOOD TO FLANGE ON FAN ON ROOF AS SHOWN. REFER TO ROOF PLAN ON SHEET M-2 FOR POSITION OF CURB AND FAN. HOOD, FAN, AND DUCT FURNISHED BY OTHERS, INSTALLED BY HVAC CONTRACTOR. PLENUMIZED CURB INSTALLATION NOTES 1. CAREFULLY LOCATE AND MARK ROOF CURB LOCATIONS SO THAT DUCT WORK CAN BE INSTALLED IN THE APPROXIMATE LOCATIONS AS SHOWN BY THE FLOOR PLAN. PAY ATTENTION TO THE LOCATION OF THE ROOF STRUCTURE IN ORDER TO ACCOMMODATE THE DUCT DROPS. 2. MARK THE EXACT LOCATION OF EACH ROOF CURB. LAY OUT ALL EQUIPMENT LOCATIONS IN ORDER TO MAINTAIN PROPER CLEARANCES FROM EXHAUST FANS AND VENTS AS WELL AS PROVIDING FOR PROPER SERVICE CLEARANCES. 3. GENERAL CONTRACTOR SHALL CUT ROOF DECKING MATERIAL TAKING CARE TO AVOID CUTTING ANY STRUCTURAL COMPONENTS. GENERAL CONTRACTOR SHALL ALSO INSTALL ANY NECESSARY FRAMING OR BLOCKING AT OPENINGS. 4. WITH ROOF CURB UPSIDE DOWN (SOUD METAL BOTTOM UP) MEASURE AND MARK THE LOCATION OF ANY JOISTS OR OTHER FRAMING MEMBERS THAT MUST BE AVOIDED. MEASURE AND MARK THE LOCATION OF ALL THE DUCT TAPS. 5. CUT ALL DUCT TAPS INTO THE BOTTOM PANEL OF THE ROOF CURB. BE CAREFUL NOT TO DAMAGE THE ROOFING SURFACE WHILE MAKING THESE CUTS. 6. INSTALL DUCT TAP FITTINGS AND MANUAL DAMPERS INTO THE OPENINGS PREVIOUSLY CUT. SEAL ALL CONNECTIONS ON BOTH THE BOTTOM AND THE TOP SIDS OF THE TAPS. 7. FLATTEN TAB OF START COLLAR INSIDE CURB, TIGHT AGAINST INSULATION. SEAL INSIDE OF COLLAR AND TABS TO INSULATION USING MASTIC DUCT SEALER. ALLOW SEALER TO DRY PRIOR TO PROCEEDING. 8. APPLY DUCT SEALER TO OPEN END OF COLLAR. SLIDE INNER CORE OF FLEXIBLE DUCT ONTO COLLAR, AND CONNECT PANDUIT STRAP PER MANUFACTURERS INSTRUCTIONS, 9. SLIDE OUTER INSULATION SLEEVE OF FLEX TIGHT TO BOTTOM OF CURB. SEAL INSULATION TO BOTTOM OF CURB WITH PRESSURE -SENSITIVE FOIL TAPE. DO NOT USE TAPE MEANT FOR RIGID DUCTBOARD. SQUEEGEE OUT ALL AIR BUBBLES FOR PROPER ADHESION. 10. TURN CURB RIGHT SIDE UP, LEVEL CURB BETWEEN BOTTOM OF CURB AND DECK, INSTALL IN ROOF OPENING. SECURE CURB TO ROOF FRAMING AS REQUIRED. 11. GENERAL CONTRACTOR OR ROOFING CONTRACTOR SHALL FLASH AND ROOF IN THE CURB AS DETAILED ON THE DRAWINGS. 12. INSIDE BUILDING THE DUCT RUNS SHALL BE INSTALLED F T P FROM THE TAPS TO THE DIFFUSER LOCATIONS AS SHOWN ON THE PLANS. SUPPORT PER SMACNA AND LOCAL CODES. 13. NOTE: IF NECESSARY, FLEX DROPS MAY BE CONNECTED TO TAPS AFTER CURB HAS BEEN INSTALLED. REFER TO STEPS #8 AND #9. FLOOR PLAN - SCALE 1/4" = 1' - 0" WHEN PLOTTED 36" X 24" AIR BALANCE SCHEDULE TAG SUPPLY AIR OUTSIDE AIR RETURN AIR EXHAUST AIR BLDG. PRESSURE % OUTSIDE AIR RTU-1 2000 CFM 500 CFM 1500 CFM + 500 CFM 25 RTU-2 2000 CFM 500 CFM 00 CF 0 CFM 25 RTU-3 3400 CFM 680 CFM 2720 CFM + 660 CFM 20 RTU-4 3000CFM 600 CFM 2400 CFM + 600 CFM 20 EF-1 --- --- --- 1100 CFM* - 1100 CFM --- EF-2 --- --- --- 00 CFM* - 800 CFM --- EF-3 --- --- --- 225 CFM - 225 CFM --- TOTAL 10400 CFM 2280 CFM 8120 CFM 2125 GEM + 155 CFM 22 *NOTE: UPON START-UP VERIFY THAT THE EXHAUST FAN CURRENT SENSOR IS SET TO THE MOTOR AMPERAGE. IF IT IS NECESSARY TO ADJUST THE AMPERAGE OF THE EXHAUST HOOD FAN MOTOR, THE FAN MOTOR CURRENT SENSOR MUST BE RESET BY THE ELECTRICAL CONTRACTOR AS FOLLOWS: ADJUST UNDERCURRENT POTENTIOMETER TO MINIMUM (CLOCKWISE IS MAXIMUM.) APPLY CURRENT. ONCE CURRENT IS STABILIZED, INCREASE UNDERCURRENT POT UNTIL RED LED LIGHTS. WITHIN SEVEN SECONDS TURN DOWN UNTIL RED LIGHT TURNS OFF, IF A LIGHT REMAINS ON FOR MORE THAN TEN SECONDS, DISCONNECT SUPPLY VOLTAGE TO RESET. SEE MANUFACTURERS OPERATION -INSTALLATION INSTRUCTIONS THAT SHIP WITH THE FAN. WITH LIMITED BUILDING PRESSURE, THE ±10% TOLERANCE IS NOT ACCEPTABLE. SET CFM AS SPECIFIED. ENSURE THAT EXHAUST FAN PULLEY IS ADJUSTED FOR PROPER ALIGNMENT. AIR DEVICE SCHEDULE SYM. SIZE PE DUCT SIZE MODEL FINISH BOOT SIZE OPENING SIZ QTY. * 24X24 SUPPLY 4 WAY 1 "0 NCA12 WHITE 1 "0 T-BAR 4 B* 2024 SUPPLY 3 WAY 1 "0 NCA1 2-3 WHIT 1 "0 T-BAR C* 24X24 SUPPLY AY P 12"0 NCA12-C WHITE 1 "0 T-BAR 2 D* 2024 SUPPLY 2 WAY (COR.) 12"0 NCA1 2-C WHITE 12"0 T-BA E* 29"0 SUPPLY ROUND 12"0 3100-12 WHITE T-BAR 8 ** 24X24 SUPPLY 1 WAY 630 WHLTE 6"0IT-BAR 2 G* 24X 4 ISUPPLY 1 WAY 1 6"0 1 630 W ITE 6"0 T- AR 1 H 4X24 ET RN 18"0 6 OTB WHITEtl2X 22 T-BAR 4 J 12X12 XHAUST 8"0 R -1 WHIT 12 SIZE + 1 4" 1 K 12X1 XHAU T 6"0 RH-1 WHITE1 SIZE 1 4" 1 ALL DIFFUSERS SHALL BE MANUFACTURED BY METALAIRE OR EQUIVALENT AND 100% ALUMINUM CONSTRUCTION * PROVIDE WITH PVCR9 SLIDING -BLADE DAMPER ** PROVIDE WITH EIGHT 14"0-TO-12"O REDUCERS FOR TOPS OF DIFFUSERS *** PROVIDE WITH OPPOSED -BLADE DAMPER NOTE. LOCATION AND ORIENTATION OF DIRECTIONAL BLOW PATTERN DIFFUSERS IN THE KITCHEN IS S,B�I. INSTALLER WILL ENSURE PROPER INSTALLATION OF DIFFUSERS. CONTACT THE NCA CONSULTANTS PROJECT COORDINATOR IMMEDIATELY WITH ANY CONFLICTS THAT PREVENT INSTALLATION PER THE PROPOSED DESIGN. FAN SCHEDULE TAG EF-1 - F-3 MANUFACTURER COOK COOK COOK MODEL 120 CPS- K 100 CPS-BK 10OC10 H LOCATION ROOF ROOF ROOF AREA SERVED BROILER FRYERS RESTROOM CFM 1100* 800* 225 STATIC PRESSURE. "WG 1.85" 2.5" .2 FAN HORSEPOWER 1.0 1 0 1 2 FAN RPM 1957 2675 911 DRIVE 13ELT BELT DIRECT ELECTRICAL REQUIREMENT, V PHASE Z 08-230 1 60 08- 30 1 60 1 0 1 60 ROOF OPENING. NC 2X22 22X22 13.5X135 ROOF CURB YES YES YES BACKDRAFT DAMPER IYE BIRDSCREEN INQ !NO IYES GREASE TROUGH YES [YES INO INTERLOCK IYES IYES INO * SEE AIR BALANCE SCHEDULE NOTE: VERIFY ALL INFORMATION WITH MANUFACTURER PRIOR TO ORDERING AND INSTALLATION PACKAGE ROOFTOP UNIT SCHEDULE (RTU-1,2,3) TAG RTU-12 RTU-3 RTU-4 MANUFACTURER CARRIER CARRIER CARRIER MODEL 50TCA08 .5 TON LOCATION.ROOF 67" X 7" 5 ROOF 78" X 50" PE OF HEAT ELECTRIC STRIP ELECTRIC STRIP ELECTRIC P TOTAL COOLING CAPACITY, MBTU R 61.8 103.6 95.2 SENSIBLE COOLING CAPACITY. B U H 46.2 78.5 71.0 ENTERING AIR CONDITIONS DB•F B'F 80 67 67 AMBIENT AIR DB TEMPERATURE, 'F 95 95/67 95 SUPPLY AI CFM 2000 3400 3000 OUTSIDE AIR CFM SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE EXTERNAL STATIC PRESSURE. "W 0.75 0.75 0.75 BHP - MEDIUM STATIC )TOR 3.7 2.9 E.E.R. 14.1 S.E.E.R. 11.2 11.2 HEAT/K.W. 12.0 16.0 12.0/16.0 12.0 16.0 UNIT WEIGHT LBS. 700 1000 900 ELECTRICAL REQUIREMENT. V PH H - 0 208-230 3 60 208-230 3 60 MINIMUM CIRCUIT AMPERAGE 3. 5 .0 48.3/54.6 51.1 57.5 MAXIMUM OVER CURRENT PR T ON 6 60 60/60 60 60 ACCESSORIES: 1. MOTORIZED 25% OUTSIDE AIR DAMPER WITH HOOD ASSEMBLY - TO CLOSE AFTER-HOURS 2. NCA PLENUMIZED CURB. TO ORDER CALL TOLL -FREE (877) 530-0078. 3. ONE YEAR COMPLETE PARTS AND LABOR WARRANTY 4. ADDITIONAL FOUR YEAR PARTS WARRANTY COVERING COMPRESSORS 5. SMOKE DETECTOR (SEE HVAC ROOF PLAN, SHEET M-2) 8. AQUAGUARD AG-3180E MOISTURE SENSOR FOR PRIMARY PAN NOTE: COORDINATE RTU PLACEMENT ON SITE PRIOR TO SETTING EQUIPMENT. IF ADJUSTMENT IS NECESSARY MAINTAIN FRESH AIR INTAKE CLEARANCES 11 DRAWING INFORMATION 11 R. Wulbern Architect PA. 0 a1. 0003433 Tic . U (904)320.2510 tel. 41 U ro6"A�wulbern.net a 'c 8 O 5 N PAW11108010iftlill, On C 0) a` c ATTENTION GENERAL CONTRACTOR: •RE -ENGINEERING' DEVIATIONS FROM THE SHOWN DESIGN 2 c AND REQUIRED HVAC EQUIPMENT MUST BE APPROVED IN ADVANCE BY THE ARCHITECT AND PROFESSIO a o ENGINEER. UNAUTHORIZED SUBSTITUTIONS OR ALTERATIONS WILL VOID THE SIGNATURE AND SEAL OF THEd PROFESSIONAL ENGINEER AND LEAVE VIOLATORS RESPONSIBLE FOR RESUBMISSION OF SIGNED AND SEALED .y DRAWINGS. > r E CONTRACTORS NOTES HVAC CONTRACTOR o C 1. THE HVAC CONTRACTOR IS TO FURNISH AND INSTALL THE HOODS, ROOF -TOP UNITS, EXHAUST FANS, DUCTWORK, INSULATION WRAP, DIFFUSERS, SMOKE DETECTORS, AND TEMPERATURE CONTROLS. a� 2. THE HVAC CONTRACTOR IS TO VERIFY LOCATIONS FOR EF-1, EF-2, AND THE HOODS ON SITE FROM a MOST -RECENT KITCHEN EQUIPMENT PLANS. ALL FANS ARE TO BE UL LISTED. v 3. ALL HVAC EQUIPMENT CURBS ARE TO BE SUPPLIED BY THE HVAC CONTRACTOR. 16 m v 07 w d 4. ALL RTU CURBS ARE TO BE FABRICATED FROM 18 GA. GALVANIZED METAL WITH FULLY WELDED SEAMS, WATER TIGHT AND INTERNALLY INSULATED. FACTORY CURB CONVERSION SHALL NOT BE ACCEPTED. N c ra m 5. SHIMS ARE TO BE PROVIDED BY HVAC CONTRACTOR BETWEEN THE ROOF DECK AND THE CURBS TO TO y COMPENSATE FOR ROOF PITCH. N 6. ALL FLEX DUCT IS TO BE U.L. LISTED, R-6, FOIL -BACKED, CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM >' m LENGTH PER LOCAL CODE. 2 c 0, 7. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES ARE TO BE INSULATED WITH R-6, 2" X .75 DENSITY °5 FOIL -BACKED INSULATION, WITH FIRE AND SMOKE RATING [251-[50]. � U 8. ALL DUCTWORK IS TO BE INDEPENDENTLY HUNG FROM STRUCTURAL MEMBERS. 9. ALL DUCTWORK IS TO BE FABRICATED, INSTALLED, SEALED, AND EXTERNALLY INSULATED PER SMACNA a d LOW -VELOCITY DUCT MANUAL (LATEST ISSUE). INTERNALLY LINED DUCTWORK IS NOT ALLOWED, 10. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS ARE TO HAVE A MANUAL VOLUME CONTROL DAMPER. E 11. THE HVAC CONTRACTOR IS TO COORDINATE DIFFUSER LOCATIONS ON SITE WITH THE MOST RECENT REFLECTED CEILING PLAN. M7 K M M,• r n 5 , 01-,l1! 11IM201712:07 PM W �Z o W U tN r z z Q Q S2 2 d 7 ir W it m iR LLLIL I- O iz N 0 o r In 0 0 0 s n U U M Q 4' LY E O oh : z `O H z Y W 3: U Uj e x i ¢ W 0 U O 0 CL 12. THE HVAC CONTRACTOR IS TO FURNISH A WRITTEN GUARANTEE COVERING A ONE-YEAR PERIOD FOR ALL W HVAC EQUIPMENT AND PROVIDE AN ADDITIONAL FOUR-YEAR PERIOD FOR THE COMPRESSORS IN THE RTUS. ALL FANS TO BE U.L. LISTED. R 13. UPON INDEPENDENTOT ST COMPLETION BALANCEECT THE COM COMPVAC CONTRACTOR IS TO ANY CONDUCT A COMPLETE, CERTIFIED TEST AND BALANCE CERTIFIED, ALL r VERTICAL HVAC EQUIPMENT. PROVIDE A WRITTEN REPORT TO NCA CONSULTANTS. ALL CAPACITIES MUST BE SET TO AMOUNTS INDICATED ON THE FLOOR PLANS AND SCHEDULES. U LL 14. THE HVAC CONTRACTOR IS TO MAKE ALL LOW -VOLTAGE WIRING FINAL CONNECTIONS FOR ALL HVAC U EQUIPMENT INCLUDING TEMPERATURE CONTROLS, RTUS, AND SMOKE DETECTORS. it GENERAL CONTRACTOR O 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE, OFFLOAD, AND STORE ALL HVAC h MATERIALS WHICH ARRIVE AT THE JOB SITE. ALL MATERIAL MUST BE STORED INSIDE THE BUILDING. HOODS MUST BE STORED IN THE KITCHEN. U 2. IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE USED WHEN LOCATING EXHAUST FAN ROOF •� OPENING. COORDINATE ROOF OPENINGS WITH THE KITCHEN EQUIPMENT PLAN AND EXHAUST HOOD PLANS. x �"� OBTAIN THE CORRECT PLANS FROM THE KITCHEN EQUIPMENT SUPPLIER. OLL J 3. RTU ROOF OPENING SIZES AND ROOF CURBS ARE BASED ON EQUIPMENT SHOWN. IF OTHER EQUIPMENT IS USED, VERIFY ROOF OPENING REQUIREMENTS. MAKE PENETRATION AS NEEDED FOR INSTALLATION OF NEW x CURB AND RTU. COORDINATE ON SITE WITH HVAC CONTRACTOR. ENSURE THAT ROOFING MATERIAL DOES NOT COVER THE TOP OF ANY HVAC EQUIPMENT CURB 4. ALL ROOF, CEILING, WALL, AND STRUCTURAL FRAMING REQUIRED FOR UNIT, FAN, DUCT, DIFFUSER, AND ALL I- 1� OTHER HVAC WORK IS TO BE BY THE G.C. COORDINATE ON SITE WITH HVAC CONTRACTOR. GENERAL w N CONTRACTOR IS TO PROVIDE ANY SCREENING, GUARD RAILS, ETC. FOR ROOF -MOUNTED HVAC EQUIPMENT PER x Le) IBC AND LOCAL CODES. ~O P... a 5. IF NECESSARY THE GENERAL CONTRACTOR IS TO REMOVE, REPLACE, AND/OR REPAIR CEILING GRID AND Ci TILES IN ORDER FOR THE HVAC WORK TO BE PERFORMED. Z CL ELECTRICAL CONTRACTOR x NQ N 1. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PITCH POCKETS FOR POWER AND CONTROL W WIRING, AND IS TO MAINTAIN 12" MINIMUM CLEARANCE FROM BACK PANEL OF AIR CONDITIONING UNITS. DO w O � M NOT PENETRATE BOTTOM OF RTU CURB. 2. THE ELECTRICAL CONTRACTOR IS TO INSTALL LOW -VOLTAGE CONTROL WIRING FOR ALL AIR CONDITIONING CA ro O CONTROLS. z 3. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL DISCONNECTS FOR RTUS, WIRE THE RESTROOM X J EXHAUST FAN TO RUN CONTINUOUSLY WHILE THE DINING ROOM LIGHTS ARE ON, AND WIRE KITCHEN / HOOD OLL Z LL EXHAUST FANS THROUGH THE OCCUPIED / UNOCCUPIED PANEL. NOTE: IF THE PANEL IS NOT UTILIZED, AND IF LLJ 2 THE HOOD FANS ARE NOT CONTROLLED BY TEMPERATURE PROBES IN THE HOOD DISCHARGE COLLARS (SEE a i 0:� U) Z HOOD DETAILS, THIS SET) THEN THE ELECTRICAL CONTRACTOR IS TO WIRE THE KITCHEN / HOOD FANS TO BE z W O Q = O ENERGIZED DURING STORE OPERATIONAL HOURS. 4. THE ELECTRICAL CONTRACTOR IS TO USE A MINIMUM OF 4'-6" SEALTITE FLEXIBLE CONDUIT WHEN WIRING 0 W (n U KITCHEN HOOD EXHAUST FANS ON ROOF SO THAT FANS MAY BE REMOVED FROM CURBS AND PLACED ON � rJ n O LU U ROOF FOR CLEANING EXHAUST DUCTWORK. _ �/ U = 5. FOR EACH UNIT, THE ELECTRICAL CONTRACTOR IS TO PROVIDE ONE SINGLE -GANG RECEPTACLE TEST ': I=i CO W C STATION FOR THE T-STAT, AND ONE DOUBLE -GANG RECEPTACLE TEST STATION FOR THE ANNUNCIATOR, WITH coGREEN AND RED LIGHT INDICATORS. THE FIRE AND MECHANICAL INSPECTORS WILL DETERMINE SUITABLE w z LO LOCATION FOR TEST STATIONS. ANNUNCIATORS AND TEST STATION WILL BE LOOPED IN THE CIRCUITRY OF THE U SMOKE DETECTION DEVICES. WIRING WILL BE INSTALLED BY ELECTRICAL CONTRACTOR. PLUMBING CONTRACTOR 1. THE PLUMBING CONTRACTOR IS TO PROVIDE AND INSTALL CONDENSATE DRAINS/GAS PIPING FOR ALL HVAC EQUIPMENT, AND PITCH POCKETS FOR RTU CONNECTIONS. DO NOT PENETRATE BOTTOM OF RTU CURB. 2. THE PLUMBING CONTRACTOR IS TO COORDINATE PLUMBING VENT STACKS AND WATER HEATER FLUES WITH OUTSIDE AIR INTAKES OF A/C UNITS. 10'-0" MINIMUM CLEARANCE REQUIRED OR PER LOCAL CODE. 3. THE PLUMBING CONTRACTOR IS TO PROVIDE AND INSTALL FLUE GAS EXHAUST VENT FOR WATER HEATER. MAINTAIN 10'-0" MINIMUM CLEARANCE TO AIR INTAKES, OR PER LOCAL CODE. COORDINATE ON SITE WITH G.C. AND HVAC CONTRACTOR. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 1 l'A Y..BC.NECEP` PRY IN. ORDRF TO C.QCAPLYV'VL.0PLICAf!4iC6DES UPON COMMENCEMENT OF ROUGH -IN AS SCHEDULED BY NCA CONSULTANTS, THE AIR CONDITIONING CONTRACTOR IS TO REMAIN ON THE JOB SITE FULL TIME UNTIL THE ROUGH -IN IS 10OX COMPLETE. THE GENERAL CONTRACTOR'S SITE SUPERINTENDENT WILL VERIFY. UPON COMMENCEMENT OF TRIM -OUT AS SCHEDULED BY NCA CONSULTANTS, THE AIR CONDITIONING CONTRACTOR IS TO REMAIN ON THE JOB SITE FULL TIME UNTIL THE TRIM -OUT IS 100% COMPLETE. THE GENERAL CONTRACTOR'S SITE 61111 l 1119 SHANE®kV7i ILFONO 1717 P7 IV PA, FL FL` 41 SE 754 _ ar s Q'. 4 e s a a i / 4 l. N A(L14,�o Q Copyright 2017- Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutoryand other reserved rights, , 9 including the copyright thereto. Any use, reproduction or changes to these documents without written consent of NCA Consultants is a violation of federal copyright laws. N W J d W S U N d z Q N LLJ O z Z d a_ LU m J O N O I- J LL LU U W Q x > S M-i OUTSIDE AIR HOOD. MAINTAIN 10'-0" MINIMUM FROM ANY EXHAUST OR PLUMBING VENTS (TYPICAL.) NOTE: DO NOT INSTALL SMOKE DETECTOR ON OUTSIDE OF CURB OR RTU.11 SMOKE DEFECTOR. INSTALL IN -RETURN - SECTION OF CURB WITH SAMPLING TUBE IN RETURN AIRSTREAM. IF RTU HAS AN ECONOMISER, INSTALL DETECTOR IN RETURN GRILLE CAN (TYPICAL.) LOCATION OF ELECTRICAL DISCONNECT AND CONTROL WIRING ENTRANCE. REFER TO ELECTRICAL PLANS (TYPICAL) - ELECTRICAL PENETRATION THROUGH ROOF WITH PITCH POCKET. PROVIDED BY ELECTRICAL CONTRACTOR (TYPICAL.) SHIM BETWEEN BOTTOM OF CURB j�DASHED AREA CURB)I AND DECK TO MAKE CURB LEVEL. - - - - SHIM BETWEEN BOTTOM OF CURB AND DECK TO MAKE CURB LEVEL. CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P-TRAP INSTALLED BY HVAC CONTRACTOR. PLUMBING CONTRACTOR SHALL EXTEND DRAIN TO ACCEPTABLE LOCATION (TYPICAL.) ELECTRICAL CONTRACTOR AND PLUMBING CONTRACTOR WILL PROVIDE PITCH POCKETS FOR HVAC EQUIPMENT The General Contractor and the HVAC Contractor shall maintain distances from center of exhaust riser to the a/c unit curb as shown on this plan. Any discrepancies shall be reported immediately to the NCA Design Department at toll —free 877.530.0078 and the site —specific architect. I(DASHED AREA CURD SHIM BETWEEN BOTTOM OF CURB AND DECK TO MAKE CURB LEVEL. NOTE: FACTORY CURB CONVERSION SHALL NOT BE ACCEPTED. FOR ORDERING INFORMATION REFER TO THE NCA HVAC EQUIPMENT PACKAGE NOTE, SHEET M-1. �- - i (DASHED AREA CURB) I I oc �_ --- I SHIM BETWEEN BOTTOM II �� I �j OF CURB AND DECK L - - - TO MAKE CURB LEVEL. I\ lJ lJ r I Li-\ I V — n SCALE 1/4" = 1' - 0" WHEN PLOTTED 36" X 24" EF—S NOTE: MAINTAIN A MINII EXHAUST TO ALL I DUCT SUPPORT SUPPORT DUCTWORK WITH 1-1/2" WIDE, 22 GAUGE STEEL STRAPS FIRMLY ATTACHED TO THE BUILDING STRUCTURE. SPACING SHALL BE MAXIMUM 4'-0" FOR FLEXIBLE ,i DUCTWORK. RIGID DUCT SUCH AS RESTROOM EXHAUST SHALL BE SUPPORTED AS PER SMACNA LATEST DUCT STANDARD MANUAL. 12 GAUGE WIRE MAY BE SUBSTITUTED FOR LEVEL STRAPS IF 1-1/2" WIDE 22 GAUGE STEEL SADDLES ARE USED TO FULLY ENCIRCLE DUCT. REFER TO THE HVAC DUCT CONSTRUCTION STANDARDS PUBLISHED BY ROOFTOP UNIT SMACNA FOR ADDITIONAL DETAILS. FULLY COMPLY WITH MORE STRINGENT LOCAL MECHANICAL CODES. IN CURBNUM a IN METAL CURB _ METAL GLASS TAB START COLLAR WITH CRIMPED - ON S/A USE RIGID LEVELING MATS MASTIC DAMPER W/LOCKING QUADRANT. 1 TMP -T I� w ROOF DECK n ^ �EPOSED STRUCTURE TO ROOF CK EXPOSE NOT TO SCALE 1- ALUMINUM ROUND DIFFUSER AS SCHEDULED TANSTALL DETAIL HVAC CONTRACTOR SHALL NOT DISASSEMBLE THE EXHAUST FAN TO RECONFIGURE THE EXHAUST DISCHARGI A/C CURB CURB If- SUPPORTS FOR FLEX DUCTWORK SHALL BE PLENUM SPACED AT 4'-0" MAX. FLEX DUCT SHALL ROOF DECKING SAG NO MORE THAN 1/2" PER FOOT OF RUN. METAL START COLLAR Ur —WITH DAMPER. IIII 1-1/2" WIDE 22 GAUGE J STEEL STRAP ATTACHED TO ROOF STRUCTURE TO PREVENT SAGGING. /011111111111111I I III II RADIUS EQUAL TO THE FLEX DUCT DIAMETER ALL DUCT INSULATION SHALL HAVE A MINIMUM INSULATING VALUE OF R-6, U.L. NON -ASBESTOS NOTE: USE "FLEXIBLE DUCT" ONLY, NOT INSULATING BLANKET "FLEXIBLE CONNECTOR•" IF LOCAL CODE BAND CLAMP AND TAPE LIMITS LENGTH OF FLEXIBLE DUCT, USE EXTERNALLY INSULATED SNAPLOCK PIPE TO FLEXIBLE DUCT, TO GRILIAMFFUSER ALUMINUM DIFFUSER OR GRILLE AS SPEC. DUCT SUPPORT SUPPORT DUCTWORK WITH 1-1/2" WIDE 22 GAUGE STEEL STRAPS FIRMLY ATTACHED TO THE BUILDING STRUCTURE. SPACING SHALL BE MAXIMUM 10-0" FOR RIGID DUCTWORK, AND MINIMUM 4'-0" FOR FLEXIBLE DUCTWORK. 12 GAUGE WIRE- MAY BE SUBSTITUTED FOR STRAPS IF 1-1/2- WIDE 22 GAUGE STEEL SADDLES ARE USED TO FULLY ENCIRCLE DUCT. REFER TO THE HVAC DUCT CONSTRUCTION STANDARDS PUBLISHED BY SMACNA FOR ADDITIONAL DETAILS. FULLY COMPLY WITH MECHANICAL CODES. RIGID/FLEXDUCT CONNECTION/INSTALL DETAIL NOT TO SCALE DUCT SCHEDULE SIZE GAUGE 6" - 8"0 28 10"0 - 1 "0 26 14"0 - 16"0 24 20"0 22 11 DRAWING INFORMATION 11 N•C•A C O N S U L T A N T S/ G R O U P 4585 140TH AVE. NORTH, SUITE #1001 CLEARWATER, FLORIDA PHONE: (877) 530-0078 CALL NCA MARKETING FOR PRICING NCA JOB# 17-394 FACTORY CURB CONVERSION SHALL NOT BE ACCEPTED. NCA PLENUMIZED AC CURB DETAIL NOT TO SCALE ISOLATION GASKET - FULL PERIMETER OF ROOFTOP EQUIPMENT ROOF EQUIPMENT CURB PERIMETER FRAMING TIED TO STRUCTURE BY G.C. A/C UNIT RAIL OR FAN BASE FLANGE -#14 TEK SCREWS THRU STRAP, UNIT RAIL, CURB, WOOD NAILER AND CURB BASE. NO MORE THAN 6" FROM EACH CORNER AND BETWEEN SCREWS. JILT UP CANT- BY G.C. `RIGID LEVELING MATERIAL (SHIM AS REQ. TO COMPENSATE FOR ROOF PITCH) L-SECURE CURB TO MIN. 3 X 3 X } ANGLE IRON WITH MIN, J" BOLTS BY REQUIRED LENGTH WITH FENDER WASHERS, LOCK WASHERS & NUTS 0 EA. SIDE OF FAN CURBS & 4 PER LONG SIDE OF ROOF TOP CURBS & 2 AT EA. SHORT END EQUALLY SPACED - START FROM CORNER A MIN. OF 6". ON ROOF TOP A/C CURBS. GENERAL CONTRACTOR SHALL PROVIDE STRUCTURAL PERIMETER FRAMING FOR EDGE SUPPORT OF CURB AS ILLUSTRATED IN THIS DETAIL FOR HURRICANE FASTENING ACCEPTABLE FOR 170 MPH ZONE ROOF EQUIP. CURB MOUNTING DETAIL NOT TO SCALE CANT STRIP BY ROOFING CONTRACTOR LEVEL WITH UNIT SERVED CR00FNIIL MAERIAL 1. 11 CURB INSULATIO RETURN SECTION 11 SUPPLY SECTION ACCEPTABLE FOR 170 MPH WIND ZONE ROOF MOUNTED PACKAGE A/C UNIT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT N: -'AAY BF1 NECESZMY IN ORDER TO 40, C0.'APLV.WiiN'A4, L iVPUCaft1� CODES"! ROOF INSULATION h... I `-SHIM AS NEEDED BETWEEN AND II ROOFO DECCK ASRNEEDED TO COMPENSATE FOR CX�j lvl ROOF PITCH. I L II TRUSS (TYP.) SEE HVAC FLOOR PLAN FOR CONTINUATION NOTE: INSULATE ALL COLLARS. SEAL TO PLENUM AND FLEX INSULATION DUCT RISER/LEVELING DETAIL NOT TO SCALE SHANE H 11T 11ro 1717 N�%14 P, N il1MPA, FL FLO EC i®s 2 w� oos �'IVA ' E4'C`00°• Q Copyright 2017— Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of NCA Consultants is a violation of federal copyright laws. R. Wulbern Architect P-A. 'S 0 AA-0003433 Ik N V (904)3294010 tat. 07 U robar,titiwulbem.net. .a .0 8 0 C 0) 0 � o E� rnw 0 Ni M91201712:07 PM ma d w E a s E- O °c rn CL: a Z CW Z �t NrW � a� w < x o m v w '( o � vM Of w M d o m M LL OLL 7Er- a w W rn� N 1 4) coi 0: tY E O Z m ; � m `m Z W •• U �O E 40 3 u w E LU e a 0 r w Z Lr VERTICAL CSS4FuTRifG'_;+p.1 U. >1111 U �1r w EL a C 1 U O LL J Q �✓+ N LLI �L0 O 1` LL Q7 U) Z a. X M to a e W � w Op� H O V Y o o Z LLi L�► _ Y0oW � na (A Z z W.000=0 ° Wm V) � V 011,� Z OW° W m�3z(0(j) U D O a O z a 0 w w m O ZQ g z J a Q H LU 0 V Q 2 0 Z a z J d LU LL J 0 F- 0 Lu V W Q W > N S Mtttttttttt2 NORTH AMERICAN BROILER/OVEN HOOD - DUKE BROILER BROILER/OVEN HOOD MODEL: ELX-ND-BDL-PM-08-434BK-NA-BOH-7-7) Manufac4red by: Gaylod Industres Gaylord Model EU(-ND-BDL-PM-08-43-(BK-NA-BOH-7-71 canopy style wall mounded broiler/own hood 7'-7• long x 43 front to back. The hood is specifically designed to go over a Nteco MP894 or Duke FBB broiler and a half size convection own. The hood is designed for either a Standard or Reverse ROC building. The ends and front panels are Insulated double wail construction, and the top is covered with 3• thick insulation. The hood uti ties patented high efficiency stainless steel Gaylord XGS Extractors. The extractor testing mirror ASI'M Standard F2512 -2005. and are ETL Usted to UL Standard 1046. The hood design includes a built in 5' air space at the back for allowing direct mounting to a limited combustible wall (shoot rock on metal studs) for compliance to NFPA-96. Also built into the back of the hood are utility raceways that are used for gas piping and electrical sorAces. The hood includes factory pre -piping for an Amerm KP fire extinguishing system or as an option may be pre -piped for an ANSt1L R-102 fire system. The hood is constructed of all 18 gauge, type 300 series stainless steel, number 4 finish. Enclosure Panes Included is a stainless steel enclosure kit to fill the space between the top of the hood and the finished calling. The panels are constructed of 18 gouge type 430 stainless steel, number 4 finish. Wall Flashing One ash of wall fleshing for broiler/own hood as shown on the drawings. Flashing is constructed of 16 gauge type 430 stainless steel, number 4 finish. Hanging W9ft The hanging weight of the broiler/own hood is 450 Iles. HOOD LISTING AND APPROVAL REFERENCE MOILER/OVEN HOOD NSF —NATIONAL SANITATION FOUNDATION JNIERTEK TESTING SERVICES, INC. I ALL � OF MV S e NU N5Fi IM0UM HOOD 8 ETL We emm 1101111; == "Is gnu ewrmmr BMW WWM R; M Ili. 313IMM-M l� uBEx uli a 710. MECHANICAL CODES NATIONAL FIRE PROTECTION ASSOCIATION MEE AL roaRe0e1B W'K W- eoa► seoa nB TAR ME$ AIL Im� OF N"k-a 'Suss o WR varumas,, a RE F maxas ar NEW YORK CITY DEPARTMENT OF BUILDING aommmmtL OOOIei opokun ' 1l6A In 113-a-N a FRONT ELEVATION WITH DUKE FBB BROILER FL J 1 7a FRONT ELEVATION WITH NIECO BROILER MPB94 Low On Fell MOIL, THIS oamwmoN MUST tE AA 1MNM OF te- TO MEET CODE REQtMO NM W � u III I�Illh• Sr...i�l I r- D .' 1 IA , ,11 T�. .IILC: IV VIM. CFM DUKE BROILER: 1100 A LE NG/WINGING OGC S.P. DUKE BROILER: 1. FPM DUKE BROILER: 2 7 O O O O O RACEWAYN.tLINE RACIIMAY ;ECt RACEWAY /8'CHEMICALHEMICAL INLETDUCT -PLENUM COLLAR NOZZLE CONTINUOUSLY UOUSLY HANGING ANGLE WELDED IN PLACE U SHOWN BY GAYL0 450 IA r-1.25 88.5' I.D. �1.25 (TYP) OVEN HOOD r-7' PLAN VIEW - FIRE SYSTEM PIPING LOCATIONS I* GAS PIPE TO Tn7 N/.\IR 1Y_wI ELECTRICAL TRACTOR M MIS PD. WIRE FROM 'ME P TO MU&1. 7•BY HIM MPBIu BROD.ER Bo t1B1 - wurEs REQUIRES 208-240V. MP - 30 A NEMA TWIST I= LO _ 2. DUKE BROILER REQUIRES SINGLE RECEPTACLE gtiq/pax HIM I HOSPi GRADE (ORANGE) 1NV/20AMP. DETAa•a 3. IF LOCAL CODE REQUIRES � II THE SHALL BEPROVIDED IN THROTECTOIL, E 11 � II II I'II RILL uERa CRP CIRCUIT BREAKER PANEL BY II I I 11 R£51RNM1I)ME THE EUX3111CIAN.gTY G"ASPARE J-BOX WITH BLANK S/S SEE DETAL •� 12OV 20 ANC DUPLEX RECEPiACLE FOR MEA11__-- WELL X 3-1/2 BOX FOR EITHER NIECD I-26- _195_ a 120V 20 NAP DUPLEX RECEPTACLE FOR HOLDING CABINET r 4x4x3.5 J-BOX WITH 3 #10 WIRES 1. 3. AND GROUND. W ELECIRICAL CONTRACTOR TO SUPPLY SPECIFIC OVEN USED RECEPTACLE NO COVER PLATE FOR FRONT ELEVATION - UTILITY CHASE L h'� IMFU° T „! 1L F . nEiE, R F'RRCi F f'f L A, 1 ,,RC,. eF1i r L PM I ED & INSTAL, PON P Mhl:" PIP DR' NIDZZLES Ell f I��I A Iv ,11 5� T OR OI c LI_ 'QSED HPFT F. ;p DE k:E FUSF ll vL c.LE N`` e F'zr11l.:EP ' i/:'LEE N GC ..I _.ILLAFR �IOPI:l INAL N 13 729 'E'.L IY,i a DROW•'>-- �l7 , LFjiD Wrd N BROI E P, ,E1)ry) ON RIGHT 'al:: I`E4UY1 NOZZLE (%tile M11 A1. FIE IIlC #II9F- (CRTIGNAI. N07.Z F. I N IMLLf- AIV NJ1 : ALL FLOW OFF C-AP0 F 411NE1 TEMPI RA.FURL MIF 1A WhIEN 13Y ANEREX U[E PART #11E04 AMEREX PIPING DETAILS BROILER/OVEN HOOD F'W)')^­I-TId.I.I n.I:,I,: END P NEL, INTFPIANC'ABI_I-: 1:0R. Ri 'PT AND lrh: PiFs I I(� IY4" H')IF., Wt.KSEP Olif AINI-L;S STEEL PAN HEAD ,REIN PRO' I)c) By G1 t,)RD IYPIC4!AT CAUL ENC -C:REW IF I WALL �3CF E'h NOT PR 11CFG? :S1JD IIUL_S ,M 0 BROILER HOOD ENCLOSURE PANELS INSTALLATION INSTRUCTIONS N61r: AT7 AGH SIDE PA -'EL. 5'EF0F1A7A" HINT- rRON'. PANEL M O O 0 0 M I� 0 0 O O W ry U. pi 173,7112 Len I I I Rel T-7" NORTH AMERICAN FRYER HOOD (FREE STANDING) FRYER HOOD MODEL: ELX-ND-BD418{8K-NAFH-5-7) Manufactured by: Gaylord Industries Gaylord model ELX-ND-BD-38-(BK-NAFH-5-7) low pradmity, froestanding hood 5'-7- long x 38• front to back. The hood is designed to go over alther a 3 BlTeket/2 Scol /3 Sas et Fryer ContiguratJon, or a four 2 baskst fryer configuration. This hood hLadssesteN� fGfor a XGS Extraotpre�, Neo ry Disrow/3 Socket nwnRgunctli The hood utilizes patented high efficiency bu into the back of the hood are utility raceways that are wed for gas rg band e pro-pipedl services. The ANSUL R hood Includes factory pro -piping for an Amerox KP fire exHnquklMng system or ve an � may The hood is constructed of all 18 gauge, type 300 owlse stainless , number 4 fInleh. Inch kit to fill the space between the top of the hood and the finished ceiling. Lift -out doom in the front and right panels are provided to gain access to the duct access panel. fire protection equipment and stalk: pressure tap. Panels are constructed of 18 gauge type 430 stainless etas, number 4 finish. ONnenWow Mashing for the fryer hood as shown on the drowings. Fleshing constructed of 18 gauge We 430 stainless steel, number 4 finish. The ht of On fryer hood is 350 lbs. HOOD LISTING AND APPROVAL REFERENCE FRYER HOOD - INTERTEK TESTING SERVICI INC- FRAN n000 s 11 UNIM MWM mm amour � •v000 somas sae?iiii NSF, aANPEnf. W ft 319e0301F-M. TESIfa To 710 �rs� OF TIE UYa, MCI Eni 19 PROIIBCIIOIi OF COraEICWI. COOxMq vlNTMTION seta me W. OPMTDW E<<1 BY NONE 2• rE M THIS IS THE STANDAM LOCATION MR THE FIRE SYSIEM SERVING BOTH THE FRYER HIM At BROILER F, HOOD. (SEE DETAIL) AS AN OPTION THE FIRE SYSTEM MAY BE WALL DETN reel Mlfip15aH .A5NE' j fl<xfY BA,,P I �EIWI 1S16, 1 ,� PY FkY R+: f.R M , F} R fFffB m' , ra �I iJ 1 ! liTIT, t)T FRONT ELEVATION 1 FRONT ELEVATION 2 1ST BEST PRACTICE ZND BEST PRACTICE IMPORTANT NOTE: This drawing depicts two basic fryer configurations approved by Burger King Corporation. LOIB1 an S/S 23-3/e 34' 4 FRYER HOOD SECTION VIEW NOTE THIS DIMENSION MUST BE A MINIMUM OF 18' TO MEET CODE REQUIREMENTS FW7_ NOTE CURB GAP -TO -CURB I JOINT MUST BE AIR TIGHT. CONTRACTOR MUST APPLY ^ SEALANT TO JOINT AND SCREW CURB GIP TO CURS. IS FAN SPECS 00 CPS: 800 CFM, S.P 2.5 O 2875 RPM, 1 HP um I U.I.. USTED OREASE EXHAUST DUCT MANUFACTURED BY METAL-FAB, MODEL 3G SERIES LISTED FOR ro- TO COMBUSTIBLES. N4wC4mA C O N S U L T A N T S/ G R O U P 4585 140TH AVE. NORTH, SUITE #1001 CLEARWATER, FLORIDA PHONE: (877) 530-0078 CALL NCA MARKETING FOR PRICING NCA JOB# 17-394 PIPED SYSTEIi CONNECTING J-BOXES MOUNTING ANCLE AS EXTRACTOR -)W SUPER HIGH EFFICIENCY GREASE EXTRACTOR (4 EACH 11-H X Ill GREASE ORWER SULT N UTILITY RAdCE1M11Y (SEE SHEET 11) ll1PORTANTNOTE: BEST PRACTICE IS TO INSTALL FACTORY WIRED DORMONT POSI-SET GUIDES ON PR�AND FRER� CASTERS OF EACH PIPED Fi PROPER LINE POSITIONING OF THE FRYERS FOR 1.5- MOUMiNG FLANGE (SEE SHEET 21) THE FIRE PROiECtiON NOZZLES AND OPERATION OF THE HOOD. •1SfALL DORMONT POI GUIDES OTHERS) FOR FRYER REAR CASTER WHEELSHOW. ON FLOOR TO ENSURE PROPER POSITION THE LEFT FRYER 20 IN THE LEFT EDGE THESE PLANS AND ALL PROPOSED FRYER POSITION I N= HOOD' FRYER BACK UNTIL H IL R PUSH CONTACTS THE BACK OF THE WORK ARE SUBJECT TO ANY CORRECTIONS ' HOOD. THEN FOLLOW THE DGRMl INSTRUCTIONS FUR REQUIRED BY FIELD INSPECTORS THAT POSITION TO TH"TIEN°RAM P�ONN ' HE � "k MAY. Sri NECESCARY IN,ORDER T4 �� REMAIININSIALLTFT� � NGLY s TKO"dPLYWrrH L.tkPPLIC-A CODES; THE POSI-SET GUIDES ARE EDIT PROVIDED BY GAYLORD. © Copyright 2017- Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of NCA Consultants is a violation of federal copyright laws. R. Wulbern Mo Architect PA. AA-00d3433 lie: y CO] (904) 329-2a10 MI N U robert@wultleii e 'a'c go ghohgwa � m d ft c a) a` 4i 1717 K C R J1N) 1 rat-4Me - j O fa O c m CM d N 11YOM1712:0e PIM B)a w E w P_ O_ w d c m Z °d a Z y'y o y o 111 U Q1 Y CD 0> a S2 a v C Lu E w MW�cn000i an d R m LL LL o m a d P, r` Co W C Q N 4)0 0 a a) � zz N m e U v s W) C) _ �c�i IY Ix ■ C:)c � O m o c z" in w c~i�O' E aa)) $ U W Ix = 6 Q M :E o u oO a a w x VERTICAL `F t"vut �d'sa:^aaf;FrtL"%•. U 00..E LL ` U 00 w a 0 �vF- U o IL J z y F x /*, _ Ln II` Li NQ f Z LO Q LO Lu O 1- Q L� ca oILL Z � IJi LLJ IL �OIiiiiiii O fnZ Z o LL 1 (5 Oj de LU 3.1 Z 0) 0) h- W Zk��l U a O Z0 C 0 w rn w m I_ O gz 2 r� z 2 Q m WLu u. u. pl Z O 0 iW o = _1 o W N Q lLI J 0 a of z F 0, z ~ 0 O 0 Lu o o o _ w z (3 z M_3 0 W x FIRE PROTECTION SYSTEM NOTES ANSUL R-102-MS TI r F F£. F rr noI h J C'E JL (D ITV nr T1 V TO THE 1 AUK N R FMFNT `'RIFF TO VFNTILA G rA RI:A TUN A Tl1rY ° F IPED FAR N IJL ti(SIAENA, V(JI NCIJDllh APPLIANCE C KIP'n W,IH lF ACF MOUNTED DNTElT1OPl BFCACKF , A(1_0'D ANr f_ TAf f HARDWARE h L F IELL) IN IALLAITK.N UY C THEE 4 t UE FI4F ti(STOM FAT IF 'PE -PIPED i UILAL LINES II :LUC IN( DJ4' AND I L II Nn771_EISIN> AI I FD MAIN ]fAJ FI LCI ° ALLE 1 OI I TOP OF bEP �,':N7 VI Ar FI IANC L PROPS ¢T MI IA !N 1T ROOF 0,F VC JTI;,A OR WITH IOW ENFI ATIGN }IT ICI AND jP,)t'C IJju C(UFLFR INCLUDES IA R1 Tr P:FED LL U I OIN vI , wITF SLIPI E lIUUNTP E FTFI TC R B t.1 YFTS. 17ALII d` I_'E'2TIFIF I rACTORr LP.J C LEIS :. FL .I rAL En AND a VLhr, , ALI, N PERMITS FART. AND IhltiTALL TI HJ CF C 1.11C:4L. rr DF.1 F(I II, I LINES FRONI TANI1i .) TO l 14 TI:TI Pv IT>. TN HCI)D ANTS AND INSrALLAIION OF' TAN11•, ANU Id L RELATED COMPONENTS CAS, VALVE(S) ANp II STAN.<L'ADOh. TV GAS FAIT FOR AND INLIALLA-ION DLAICITE V1 L%,P PULL ;TL IOV F F J< AL.D I HIV I' F( T FAI I F ANU �L66i ° IR a I CL W A� NTFFi OIJI It TI �nl.i III s1TE REP -L10 1 z f 11 I; FL nPI rS IF Uh1NG ET FI -.N) 14, N -f ALI £U PER 3Al l OR ArPP (V D DRAWING' TPiP TEST AND CERT'iFICA.TION APP IANCE PIPE DROPS AND N , MII AL DE1ETTOR CAPLE III G;.E 1 INIhS AND LIf 110I,E MANUAL RESET RELAY(S) FIAPNDHEL" ARE -RTINI 111 HE3(5) ^. INSP'FCT'ION AND SG2VICING 0 ill cs•1�� lid !. r V" /� --113.125 I--17-4--17--i 9.75 (- PLAN VIEW - (OPTIONAL) ANSUL FIRE SYSTEM PIPING LOCATIONS • • uI I Ir: :r �r�.=r7..7 � rIT� ��. ACal l • r i�fl?C a.! • , it 'PLAN VIEW - AMEREX FIRE SYSTEM PIPING LOCATIONS 38 O.D. =-�rrr= —•l�r•f �t•1I f�YJ•r33�31a1 r•r� r•r� l•■ imj=LMi DETECTION tPLEM NOZZLE TO ��/� HOOD INLET DUCT NOZZLE HPF04M PENETRATWN FTITiNG # 18416 ` 111� NPF NOIE: THIS DROPS D. CHEMICAL THIS OUTLETS FOU BY GAYLORD. -ONIWHEN FOUR ...INLET _ IT 6 USED FOR THE FOUR FRYER COTFTGURA110N. THE C CED MAtA IS USED. IMPORTANT NOTE THE HOOD S PRE-PPED FIRYER +� ,YPICAL) "" WITH NOZZLE DROPS FOR THREE FRYER 3Q0DEGREE OONFlWRATION, AS SHOWN ON SHEET &I FUSE LIM FRONT ELEVATION #2 IF THE I" FRYER CONFIGURATION, AS SHOWN ON SHEET 3.1 IPF ELEVATION #3, IS USED. OR ANY OTHER .......FLa rlrL �c; - FRYER CONFIGURA110N IS USED. THE AMERM DISTRIBUTOR SHALL REPOSITION THE NOZZLES BY "ARMING' OVER AS REQUIRED. IMPORTANT NC 1C DETECTGR BRACKETS FURNISHED dt ALL BLOJIII OR F CAP Tip BE ,ir..� INSTALLED BY GAYLORD- rl Ml-t_)zr,lURE IMEIA1 FABE)VIAUST TAP `_.COL DIM. METAL TAP Boot ' COLLAR CONTNN EOU DUCT SL CFM: 800 SSE: 10E DIL WELDED IN PUCE AS SHOWN BY GAMDRD SP•O COLLAR: 1.05E d FPM: 14V7 PLAN VIEW UTILITIES 10 GAS PIPE 10� POwr6" r 1. IF LOCAL CODE REWIRES G.F.I. PROTECTON. THE PROTECTION SHALL BE PROVIDED IN THE CIRCUIT BREAKER PANEL BY THE ELECTRICIAN. 1' GAS DROPS, REDUCED TO750 DROPS BY' GAYLORD X 4 BOX WITH ie-15R RECEPTACLE FOR PRODUCT HOLDING CABINET AMEREX PRE PIPING DETAILS FRYER HOOD ••, r �r - ]r VV� I� pill AMEREX PRE -PIPING DETAILS FRYER HOOD FN. CLA. HT. I m MANUAL PULL STATIONEREX Z III ILVE O BY PIPING = BY F.P. INSTANTS — — = INTERIOR HOOD AMEREX PIPING BY GAYLORD = ROOF TOP AMOM PIPIiNG BY GAYLORD M AMEREX FLOW POINT CALCUALTION CHART BRORERHOOD/ BRORERHOOU/ FRYER HOOD DUKE IJIECO TOTAL" TOTAL" TOTAL" Nozzle FLOW OF FLOW TOTAL OF TOTAL OF TOTAL Part" POINTS NOZZLES POINTS FLOW NOIILE6 FLOW NOZZLES FLOW EACH REM. EACH POINTS REM. POINTS REED. POLWS P NUM "1E416 DUCT 1 1 1 1 1 1 1 ] "]1982 1 6 1 6 _FRYERS " DUNE DUKE 2 2 4 MPB94 p 33R9 NIE O 2 4 M.PB90 OTAL F IN 8 6 6 POINfl AMEREX PRE -PIPING DETAILS (FRYER HOOD) CHEMICAL TANKS) FRYER HOOD ENCLOSURE PANELING DETAIL A Ire" 1•_e. RLL �BO oli 11Q i \FEZ N z LL = y LL i9r110t IIDOD w w N N w y N 0 a 18 GA. 430 STAINLESS h y 34 STEEL WALL FLASHING m IOBI Mt 10lItRAsw ow M—R �5�-'r r-e• r-B- WALL FLASHING DETAIL PROVIDED BY GAYLORD IWIOIiO FIANOE COVE RSNO= ON C COVE HANGING ROD CLEVIGE BRACKET OPTIONAL FOR HANGING ROD 1.3 a NOTE: HANGING WEIGHT ',. BROILER HOOD IS 450 LBq FASTEN TO WALL BY HOOD INSTALLER HANGING DETAIL FOR FOR BROILER/OVEN HOOD STATICTAP (TUBE BARB FORME 10 FLEX TUBETOANOMETERI t3 IIIIIII, pamm FMVLV - > - 18 GA. 430 STAINLESS STEEL WALL FLASHING BrmoomsTaLER 1; HANGING ROD CLEVICE BRACKET OPTIONAL FOR HANGING ROD NOTE: HANGING WEIGHT OF ,•.. FRYER HOOD IS 350 LSS HANGING DETAIL FOR FRYER HOOD f r' STATIC TAP ENCLOSURE IS LOCATED INSIDE STATIC TAP ENCLOSURE IS LOC II �I II II II FRYER HOOD HOOD MOUNTED HE HOOD CANOPY AT RIGHT END OF THE INSIDE THE HOOD CANOPYATF PLENUM WHEN LOOKING AT THE FRONT OF END OF THE PLENUM WHEN LOT OPTIONAL ANSUL FIRE SYSTEM DETAIL < THE HOOD AT THE FRONT OFTHE HOOD IIII II II II 2 X 4 X 3 1/4' DEEP, BOX WITH 1291 20 AMP DUPLEX ACLE FOR FREEZERS AND 2 X 4 BOX WITH i5R RECEPT - jj�� OR DISPENSER. PRE HARED WITH FOR RODUCT HOLDING CABINET r #10 HARE k GROUND. 969 e J X 4 BOX W11H 120V �P�� NPOWMT NOTEIF FRYER DUMP � QAS VALVH CABLE E BY CEPTACLE FOR FRYERS AN IS ON THE RIGFff, THE SITE FIRER CONTRACTOR 2 X 4 X 3 1/4' DEEP. PRODUCT DISPENSER P -WIRED �� S'� SWITCH THE CHEMICAL LINE TO HOOD BOX WITH 120V ROD C 12 WIRE, WITH GROUND 30AMP DUPLEX RECEPRCAL BY FIRE SYSTEM CONTRACTOR- 30 AMP 30R DUPLEXX FOR FIE 20 AMP RECEPTION DETECTOR LINE TO RECEPT FOR FRY DUMP RESTRAINING AT THE LEFT END. HOOD B � � R� R. PRE-VAWRED WITH THl#10 W 6b 1e 18 18 CABLE EYELETS PULL STA11M BY FIRE SYSTEM"` 5-rCONTRACTOR REDUCE TO 1' GAS PIPE OEM ELIO FLOOR _,...... .. _,._ FRONT ELEVATION -UTILITIES 'm j L MR AIR = AOt0. &1" to ORE TOR O �VOINt„W eioawnorse4wad at OMiol='o/110ti W tIWPM w am" to a FrR ow O 1• II 31r ML IImum BOrIOY or V'r an WAP rnN MULL cap 1011 slPN0. Nttet NOW mmm ow MR IIOE IntIOILLXM w IAL MM NOR Im Ooiet011r /1QAOId7RIMo Q FNP t10R !Or V$ti al n IN Como COMMON DETAILS CONDUIT WTTHI CABLE TO I CABINET BY FIRE SYSTEM }e = Rq r31jruo m TYPICAL FRYER HOOD TYPICAL BROILER HOOD an" Quaw O illasa T, t M L R®IRNV' rr WIR1MyR? 'a � "� "'"011` > TYPICAL STANDARD HOOD MOUNTED FIRE SYSTEM ARRANGEMENT N Fm M PUAM TYPICAL GAS APPLIANCE CONNECTION �r�^ USING ONE SYSTEM TO SERVE BOTH HOODS V, UVOPI) `RECVMENCS MEAS+!NG If L IN' PRESSURE IN THE PL NUM AS "'.il IdEAN R ✓WCH TO DFI PMNF X'-AU ICW THE 5 AII( A' IS ACLSSE, SEOND A FLAT LOCATED AS SHOAVN IN TTE NRAVIN r G TG I4:. I,T RF. IUIR N ;NIS h U I G•I i R Tr{AT R'.. ADS IN NCF S OF PoATER COI.,NJ A 3/ 6 IU P.FXIHN.. UBi. TO C9NN CT T-I-.. "T TAP TO T.-F MANUAf.TER 2 R II N T AF TAR,.N AT ROOM IEh+P`RA:URE NTH .JOKING, EO IPr) Il UII COOL lHU 4zTf El( DrA'10 PP[H`U'tL R6.A.I hl -0R THE I'OO OriJ �PEDI E) '0IF Ti 11 ROOD - 29 N WS N•C•A C O N S U L T A N T S/ G R O U P 4585 140TH AVE. NORTH, SUITE #1001 CLEARWATER, FLORIDA PHONE: (877) 530-0078 CALL NCA MARKETING FOR PRICING NCA JOB# 17-394 HANGING FLANGE PREDRILLED WITH W HOLES 0116'CENTERS T FASTEN TO WALL BY HOOD INSTALLER 1.5 STATIC TAP (TUBE BARB FOR 3116' ID FLEX TUBE TO MANOMETER) °LCEO f COMMENII Iti L .,S II . STAIC 2� DSURL N `r L _EACM 45 Fr_ LTANS Ely h+Il„I �E IER'4lnr Xt-MUST 'r Ol7 r E STA IL, TAP !S ACCESS U BPI` 1) .4 al AT C( : U A.'. SrIOI}R. lr�LREti rN IS A RANG DETFR TEAT FFAU° IN HrH1S OF WIT..' CL.TN AND 13� i6" D rI-XI9 F ?CIF TJ CONNE� T Th STATIC TAP T4 TH: III I.R 2 LADING CAJILT N TAKH A ROOM I IhPRATLRE MINCl'OnN, LU,'i ECT OTF & CGTIL. "L PROPIIN STAIO :,1'SSURIL Rf-M1 IINI,- N TIE-500 Ol ld SLEOIFI`.) FOR -HIS HOOU = 0-'7 :N W.G. PROCEDURE TO CONFIRM HOOD EXHAUST VOLUME BK'ROC Hood / Ex Fan I Fire System f HVAC Control Matrix asof10-14-09 Reaction Action Ex Fan Electric Pwr to Cooking Equip. Mech. Gas Valve HVAC Units Make up air unit (it applicable) Comments Fan sw. turned on On On On On On Note: HVAC Units must be on before ex fan can come on Fan sw. turned off Off Off On On Off Fire system discharges On Off Off Off Off Slipping fan belt On Off On On OtF Pwr to cooking equip, off +na current sensor Broken fan belt On Off On On OH Pwr to cooking equip. off via current sensor Power outage Off OffI On Off Off HVAC system turned off Off Off On Off I Off E4on.....4.®r SHANE� 1717 Nas (ddENij�E° rwFL FLORI E' 7 4 O G 4 �° °.ar OF� `a .V' AL 'Islas t 4�0® R. Wulbern L Architect PA. O O AA-0003433 Ik•"I 01 8 (004)320.2010 hl• m O rahert®wulWm.nOt• .a .E 8° 'p U Q1 0) C Q C ••v w TWIR M. Nm!.Y(m � 0 m •o c d rnw 11/29/201712:08 PM .2 d vz y m z w E o d =�Z o�W� N .N > a Y Y (L wv Lu a w w z 0 m m m LLLL ID y LU r r N C ♦- O N O %¢ n n c d o 0 O1 c w p, >.'y 3L 2 V y c a c TI z•^ ,w, Z W U �►+ 1 E aci 3 U w -wi _ Q z �o p L.) o 0. HLI W x U ^�� ifU /7 UU Q O ~ v S w+ a0 LL J Q V/ F CV 2 LO O P+ ui 0 0) Z 04 � Q d , r � rn w W O K x (� - 011 o zLL o► `-� (0� _ Z z W(Dojo Lu V LU j 3 yO �OWQ z � us m�ZCD nl U 0 w 0 O u) 7 W m O Z 'a J o z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY IELD INSPECTORS THAT 11 afAY:BG NECESQ:ARYIN ORDER Til COMPLYWITH 'ALL APPLICAO.4 CODES: © Copyright 2017— Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of NCA Consultants is a violation of federal copyright laws. ilo 2 1. IM-41 FRYER EXHAUST DUCT DETAILS NOTES: 'I. GREASE DUCT MANUFACTURED FROM ALL 16 GAlGF ELEO TROGALV STEEL 2. DUCT ASSEMBLY IF, FUIJY WFIDED BY THE HVAC. CONTRACTOR 3. 1r FIRF RFSIS`,ANT ^UC1 WRAP IS NECESSARY fO Mf:F CODE. RFQUIRFMFNTS, IT SHALL BF PROVIL)p�D AN) INSTALLED BY I-IVAC CONTRACTOF 2' L//—FM ADAPTER PU A" ,04 S. TOTAL DUCT LENGTH APPROXIMATELY 6' 'LONGER THAN REQUIRED. CONTRACTOR TO CUT AS REQUIRED. CONTRACTOR TO WELD DUCT TO TRANSITION 10" ROUND TO 10" SQUARE TRANSITION ADAPTER BY GAYLORD CONTRACTOR TO USE PROVIDED BAND OR WELD ROUND TO SQUARE TRANSITION TO DUCT COIA.AR WHEN FIT'(ING IS FURNISHED BY GAYLORD METAL FAB 10" DIA. COL.L.AR WELDED TO DUCT EXTENSION BY GAYLORD W1 I.Df P TO HOOD Al FACTORY :ESS FANG:. WITH 1500` F FIRERGLASS/VFRMICUI 171 GA'; Q[ T. GREASE RATED DUCT ASSY. PROVIDED BY THE HVAC CONTRACTOR BROILER EXHAUST DUCT DETAILS 2'- NOTES: 1. CREASF DUCT MANUFACTURED FROI ALL 16 GAUGE ELECTROGALV STEEL 2. DUCT ASSEMBLY IS FULLY WELDED BY THE HVAC CONTRACTOR 3. IF FIRE RESISTANT DUCT WRAP IS NECESSARY TO MEET CODE REQl11RFMENTS, IT SHALL. BE PROVIDER. AND INSTALLFD BY HVAC CONTRACTO AN ADAPTER PLATF W VU 811 $R. TO RND. ITTINDAPTER TOTAL DUCT LENGTH APPROXIMATELY 6' LONGER THAN REQUIRED. CONTRACTOR TO CUT AS REQUIRED, CONTRACTOR TO MELD DUCT TO TRANSITION 10" ROUND TO 10" SQUARE TRANSITION ADAPTER BY GAYLORD �- t.ONTRAC TOR TO USE PROV DED B AND -.; OR WELD ROUND 10 'QUARF TRANSITION TO DUCT C01_I.AR WHFN ��,FITTING IS FURNISHED BY GAYLORD R,IA M GREASE RATED DUCT ASSY. PROVIDED BY THE HVAC CONTRACTOR TAT instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or changes to these documents without written consent of NCA Consultants is a violation of federal copyright laws. 9 FINISHED FLOOR ELEVATION 0.00't I:I IIIC"eror �"�',�" 2 CO-1 3"VTR 5 �C 1 I FD-2 k ALL -- CONDENSATE / a I LINPROVIDED AND INSTALLED BY PL UMOING CONTRACTOR. ' " r �I N T -1 i F-2 I M ° / n 1-1 2 I N� � I F I x -3 F-3 CO-1 11 13 _ . � �' ��� x �x - � � � 1 INV. EL��/. - ��-1 , I, - "� � ' SEE CIVIL DRAWINGS FOR CO-2 TP-11 -2.40fL_=-===T=1J L _=� 11=___ 2 CONTINOAATION -_ Q 4 GREASE WASTE TO GREASE INTERCEPTOR. SEE CIVIL 0 1-1/2" MANUAL GAS SHUTOFF VALVE LOCATED AT 60" A.F.F. DRAWINGS FOR LOCATION AND INTERCEPTOR DETAILS. ® 3" HUB DRAIN WITH 4x3 REDUCER, HUB STRAINER AND 4" DEEP !, O2 GAS REGULATOR, METER ASSEMBLY AND GAS PIPING PROVIDED SEAL TRAP. 16 NOT USED. AND INSTALLED BY GAS UTILITY COMPANY. SEE CIVIL DWG'S FOR g TERMINATE 1-1/4" CONDENSATE DRAIN(S) AT MOP SINK. 1Q NOT USED. LOCATION AND ADDITIONAL INFORMATION. O GAS FIRED WATER HEATERMOUNTED ON WALL. PROVIDE WITH 10 UP TROOF FOR POST HYDRANT. SEE PLUMBING ROOF CONCENTRIC ROOF PLAN ON SHEET P1-2 FOR CONTINUATION. PLAN O 18 3/4" CW & HW DOWN TO BELOW GRADE. PROVIDE SHUT-OFF 11 3/4" CW DOWN TO HB-1. VALVE TO ISOLATE WATER TO TRASH ENCLOSURE AREA. ® 1-1/4" GAS PIPING DOWN TO WATER HEATER. 1Q CAST IRON VALVE BOX WITH COVER FLUSH WITH FINISHED GRADE. 9 3/4" CW & HW ROUTED TO F-8 LOCATED AT TRASH ENCLOSURE O GAS SOLENOID VALVE, INTERLOCK WITH HOOD FIRE SUPPRESSION 13 2" CW MAIN RISE TO ABOVE CEILING. PROVIDE SHUT-OFF VALVE AREA. SYSTEM IN ACCORDANCE WITH NFPA. VALVE SHALL BE FURNISHED ABOVE REMOVABLE CEILING TILE. ® WATER HEATER CONCENTRIC VENT. ROUTE WATER HEATER BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER AND CONCENTRIC VENT TO THIS LOCATION TO MAINTAIN MINIMUM 10' INSTALLED BY PLUMBING CONTRACTOR. 4 TERMINATE DRAIN FROM COMBI OVEN STEAMER AT FLOOR SINK. CLEARANCE FROM HVAC FRESH AIR INTAKE. © CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE 15 TERMINATE DRAIN FROM ICE MACHINE AND STORAGE BEN AT HUB' REGULATOR & DIRT LEG AS REQUIRED. VERIFY GAS PRESSURE AND DRAIN. CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. PLUMBING FLOOR PLAN SCALE: 1 /4" = 1'-0" GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. GENERAL CONTRACTOR AND PLUMBING CONTRACTOR SHALL VERIFY GAS REQUIREMENTS OF THIS PROJECT BEFORE BIDDING AND PROCEEDING WITH WORK. 3. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CEILING AREAS, BUT BELOW ROOF INSULATION, SHALL BE INSULATED WITH 1" FIBERGLASS LOW-PRESSURE TYPE WITH DUAL -TEMPERATURE JACKET. ALL HOT AND COLD WATER PIPING LOCATED OUTSIDE OF BUILDING INSULATION ENVELOPE SHALL BE INSULATED WITH A WATER RESISTANT JACKET AND MEET NECESSARY ENERGY CODE REQUIREMENTS. 4. LOCATE COLD & HOT WATER PIPES IN FURRED -OUT SPACES AND DOWN THRU WALLS. 5. PROVIDE FROST -PROOF WALL HYDRANTS. 6. PROVIDE SEPARATE SHUT-OFF VALVES FOR ALL EQUIPMENT REQUIRING WATER CONNECTIONS. 7. PROVIDE COUPLINGS TO ALL EQUIPMENT CONNECTIONS AS REQUIRED. 8. PROVIDE 1/4" DIAMETER AIR LINE ABLE TO WITHSTAND 50# PRESSURE, TO RUN OVERHEAD FROM SODA FACTORY DOWN TO TAYLOR SHAKE MACHINE. (WHERE APPLICABLE) 9. PLUMBING CONTRACTOR TO FURNISH AND INSTALL MECHANICAL GAS SHUT-OFF VALVES FOR FIRE PROTECTION SYSTEM. 10. PROVIDE BACKFLOW PREVENTOR ON WATER LINES WHERE REQUIRED BY LOCAL CODES. 11. PROVIDE SUPPORTS AS REQUIRED FOR FIXTURES AND PIPING. 12. PLUMBING CONTR. TO COORDINATE VENT STACKS WITH OUTSIDE AIR INTAKES OF A/C UNITS AND SUPPLY FANS & MAINTAIN AT LEAST 10'-0" MIN. CLEARANCE OR AS PER LOCAL CODE REQUIREMENTS. 13. PROVIDE 2" COPPER SAFEWASTE LINE FROM SODA FACTORY TO FLOOR DRAINS/SINKS. 14. RUN SYRUP LINES FROM SODA FACTORY TO DRINK DISPENSERS ABOVE CEILING. 15. PROVIDE SAFEWASTE LINE FOR HOT CHOCOLATE, COFFEE AND TEA DISPENSER IF REQ'D. 16. PROVIDE CONDENSATE LINES FROM A/C UNITS ABOVE CEILING ACCORDING TO LOCAL CODE REQUIREMENTS. 16a. PROVIDE CONDENSATE LINES FROM ROOF TOP A/C UNITS ABOVE ROOF ACCORDING TO LOCAL CODE REQUIREMENTS. 17. RESEAL FLOOR DRAINS ACCORDING TO LOCAL REQUIREMENTS. 18. SAFEWASTE PIPING ABOVE AND ALONG FLOOR SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 19. COORDINATE SAFEWASTE LINE CONNECTIONS WITH EQUIPMENT ROUGH -IN. 20. P.V.C. (SCHEDULE 40) PIPE CAN BE USED FOR VENTS AND WASTE ONLY IF APPROVED BY LOCAL BUILDING CODES. SEE SPECS. FOR ADD'L. INFO. (PVC NOT ALLOWED IF RUN IN AIR PLENUM). 21. COORDINATE LOCATION OF FLOOR DRAINS AND FLOOR SINKS WITH KITCHEN EQUIPMENT VENDOR DRAWINGS. 22. IF WALK -IN -BOX CONDENSATE LINE IS REQUIRED BY LOCAL CODE, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 1-1/4" CONDENSATE LINE, AND SEAL AROUND ALL PENETRATIONS THROUGH THE WALK -IN -BOX. 23. HEAT TAPE IS PROVIDED BY WALK -IN -BOX MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. IT IS TO BE SELF-LIMITING TYPE, "FROSTEX' OR EQUAL. 24. COORDINATE LOCATION OF HOSE BIB/IRRIGATION SYSTEM W/ LANDSCAPE DWG'S. 25. ALL EXPOSED WATER SUPPLY PIPING SHALL BE COPPER WITH PLASTIC ESCUTCHEON PLATES. 26. PROVIDE STAINLESS STEEL FASTENERS AT ALL EXPOSED LOCATIONS IN KITCHEN AREA. 27. ALL COVER PLATES IN TOILET ROOMS SHALL BE STAINLESS STEEL. u -INV. ELEV. -2.75t 0 / SEE' CIVIL DRAWINGS - FON CONTINUATION. PROVIDE ISOLATING FLANGE ABOVE GRADE BEFORE ENTERING BUILDING. 2 SEE CIVIL DRAWINGS FOR CONTINUATION. 1-1/2"G (574MBH) W.C. PRESSURE DRAWINGS TINUATION 17------------� CONTRACTOR TO VERIFY, CONFIRM AND COORDINATE WITH GENERAL CONTRACTOR, HVAC CONTRACTOR, KITCHEN EQUIPMENT SUPPLIER AND UTILITY COMPANY TO DETERMINE THE TYPE OF FUEL SUPPLY, CONNECTING PIPE SIZE, LOCATION AND OTHER REQUIREMENTS REQUIRED FOR THE PROPER AND SAFE OPERATION OF LT- EQUIPMENT. - - - - - - J 17----------------I SEE RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES L- - - - - - - - - - - - - - - J BUILDING GAS DEMAND FIXTURE CONN. MBH QTY. EACH EACH MBH ALL BROILER 3/4" 75 1 75 WATER HEATER 1-1/4" 199 1 199 RTU-1 - - - - RTU-2 - - - - RTU-3 - - - - RTU-4 - - - - GAS FRYER 3/4" 75 2 150 GAS FRYER 3/4" E75 2 150 TOTAL 574 REQ'D. PIPE SIZE 1-1/2 SYSTEM SIZED FOR GAS PRESSURES OF LESS THAN 2 PSI AND A PRESSURE DROP OF 0.5 INCH OF WATER COLUMN PER TABLE 402.4(2) OF THE 2010 FLORIDA FUEL GAS CODE. GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 100'. MBH RATING FOR EQUIPMENT IS DETERMINED BY THE MANUFACTURER. SYSTEM DESIGN AND INSTALLATION IS FOR NATURAL GAS. *CONNECTION SIZES SHALL BE DETERMINED FROM MANUFACTURERS RECOMENDATION. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT (> �MYBC,NECES.QARY;IN.QRDER.TO CQ°APLYWfiHAiLAdPp'ICAf 4.COD''; ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A P & H LANE R. HINKLE PE 48076 ORANGE PARK, FLORIDA 32073 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG, EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 u - / *. N0.406 's u srA F O� Q�S�t R. Wulbern t Architect PA O O AA.0003433 Ile• N U (904) 329-2510 tel 0) fA mbert@wulbom.net. V 2 O 'O '6 0) 0) t () aca m c o c d iny .a) m > 5) Ms 0a N N o m m C m m CD ID -� and 0) a) N N -0 C N N C � t N o ^' :o e1 0 N U 0) a 0) t E c �E N L) O � r VJ ¢ "I Lu O 55 N Y z z v LL t'„ w w � 0 0 m m Q O O O O z z�O Net W x _ at a o�0oa goldco ............ ........ VERTIC'°' L owl V .Fr Ln Iti 0 4m orf N z QQ (V rn •: wm ~ Q ZU Yo to D_ Z� LL W= �00�z LOU E-I = 0 5 C) °c) D O art a w to w m 0 z r o J tz�lbl Q ff jn� v L z Z 0 0 lu Z z m 0 o 0 ? � LL z J a Q 4 _ o w o Z J ~ Q z ~ 0 v I- w O = a N Pi-11 GENERAL NOTES: 1, DO NOT SCALE DRAWINGS. 2. GENERAL CONTRACTOR AND PLUMBING CONTRACTOR SHALL VERIFY GAS REQUIREMENTS OF THIS PROJECT BEFORE BIDDING AND PROCEEDING WITH WORK. 3. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CEILING AREAS, BUT BELOW ROOF INSULATION, SHALL BE INSULATED WITH 1" FIBERGLASS LOW-PRESSURE TYPE WITH DUAL -TEMPERATURE JACKET. ALL HOT AND COLD WATER PIPING LOCATED OUTSIDE OF BUILDING INSULATION ENVELOPE SHALL BE INSULATED WITH A WATER RESISTANT JACKET AND MEET NECESSARY ENERGY CODE REQUIREMENTS. 4. LOCATE COLD & HOT WATER PIPES IN FURRED -OUT SPACES AND DOWN THRU WALLS. 5. PROVIDE FROST -PROOF WALL HYDRANTS. 6. PROVIDE SEPARATE SHUT-OFF VALVES FOR ALL EQUIPMENT REQUIRING WATER CONNECTIONS. 7. PROVIDE COUPLINGS TO ALL EQUIPMENT CONNECTIONS AS REQUIRED. 8. PROVIDE 1/4" DIAMETER AIR LINE ABLE TO WITHSTAND 50# PRESSURE, TO RUN OVERHEAD FROM SODA FACTORY DOWN TO TAYLOR SHAKE MACHINE. (WHERE APPLICABLE) 9. PLUMBING CONTRACTOR TO FURNISH AND INSTALL MECHANICAL GAS SHUT—OFF VALVES FOR FIRE PROTECTION SYSTEM. 10. PROVIDE BACKFLOW PREVENTOR ON WATER LINES WHERE REQUIRED BY LOCAL CODES. 11. PROVIDE SUPPORTS AS REQUIRED FOR FIXTURES AND PIPING. 12. PLUMBING CONTR. TO COORDINATE VENT STACKS WITH OUTSIDE AIR INTAKES OF A/C UNITS AND SUPPLY FANS & MAINTAIN AT LEAST 10'-0" MIN. CLEARANCE OR AS PER LOCAL CODE REQUIREMENTS. 13. PROVIDE 2" COPPER SAFEWASTE LINE FROM SODA FACTORY TO FLOOR DRAINS/SINKS. 14. RUN SYRUP LINES FROM SODA FACTORY TO DRINK DISPENSERS ABOVE CEILING. 15. PROVIDE SAFEWASTE LINE FOR HOT CHOCOLATE, COFFEE AND TEA DISPENSER IF REQ'D 16. PROVIDE CONDENSATE LINES FROM A/C UNITS ABOVE CEILING ACCORDING TO LOCAL CODE REQUIREMENTS. 16a. PROVIDE CONDENSATE LINES FROM ROOF TOP A/C UNITS ABOVE ROOF ACCORDING TO LOCAL CODE REQUIREMENTS. 17, RESEAL FLOOR DRAINS ACCORDING TO LOCAL REQUIREMENTS. ---------------- I I I I I V I I V VVGRYLVIY JVVf"rGR. JLL fiRldllILV IVRFiG VRf1 YYIIV VJ rvR ADDITIONAL DETAILS. I Q 3/4"CW SUPPLY UP FROM BELOW. SEE PLUMBING FLOOR PLAN ON SHEET P1-1 FOR CONTINUATION. rCONTRACTOR TO VERIFY, CONFIRM AND COORDINATE WITH GENERAL CONTRACTOR, HVAC CONTRACTOR, KITCHEN EQUIPMENT SUPPLIER AND UTILITY COMPANY TO DETERMINE THE TYPE OF FUEL SUPPLY, CONNECTING PIPE SIZE, LOCATION AND OTHER (REQUIREMENTS REQUIRED FOR THE PROPER AND SAFE OPERATION OF LTHE EQUIPMENT. _ _ _ _ _ _ J PLUMBING ROOF PLAN SCALE: 1 /4" = 1'-0" 18. SAFEWASTE PIPING ABOVE AND ALONG FLOOR SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 19. COORDINATE SAFEWASTE LINE CONNECTIONS WITH EQUIPMENT ROUGH —IN. 20. P.V.C. (SCHEDULE 40) PIPE CAN BE USED FOR VENTS AND WASTE ONLY IF APPROVED BY LOCAL BUILDING CODES. SEE SPECS. FOR ADD'L. INFO. (PVC NOT ALLOWED IF RUN IN AIR PLENUM). 21. COORDINATE LOCATION OF FLOOR DRAINS AND FLOOR SINKS WITH KITCHEN EQUIPMENT VENDOR DRAWINGS. . 22. IF WALK —IN —BOX CONDENSATE LINE IS REQUIRED BY LOCAL CODE, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 1-1/4' CONDENSATE LINE, AND SEAL AROUND ALL PENETRATIONS THROUGH THE WALK —IN —BOX. 23. HEAT TAPE IS PROVIDED BY WALK —IN —BOX MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. IT IS TO BE SELF—LIMITING TYPE, "FROSTEX" OR EQUAL. 24. COORDINATE LOCATION OF HOSE BIB/IRRIGATION SYSTEM W/ LANDSCAPE DWG'S. 25. ALL EXPOSED WATER SUPPLY PIPING SHALL BE COPPER WITH PLASTIC ESCUTCHEON PLATES. 26. PROVIDE STAINLESS STEEL FASTENERS AT ALL EXPOSED LOCATIONS IN KITCHEN AREA. 27. ALL COVER PLATES IN TOILET ROOMS SHALL BE STAINLESS STEEL. ---------------- I I I I I I I I I I 0 THESE PLANS AND ALL PROPOSED WORK Y ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT sy MAY BE NECESBARY. I%.QR DPR TO': 011 PLY liiITH'A'W1, PP IQA ►: EO�ES: ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A P & H GALTON LANE R. C. MOK HINKLE PE 33192 ORANGE PARK, FLORIDA 32073 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB-4577 S THOMRICHARD DAVID R. MER A. MATHEWS SPELL JR. PE PE PE 56121 59418 9418 54729 R. Wulbern Ao Architect PA d O O AA • 0003433 Ilc V) U (904)329-2510 tel N U robert@vulbern.nel 80 0 � U and c d a� m O C �o C 0) rn Z .� ?1 a v (D N 5 E o m 0c C pp � 'rn 10 c m m10 0) 0) N N N � c v m c � rnd •N C tT N O N o Ol U a 0 0) t ca E C N E E N 0 U L• T W In Z) W m 0 O Z } Q Z z w 0 lL z 0 0 y w � � z Z 0 to Y z z Lu (n w Y w S2 w a UJ 0 0 � m m LL o m 0 n 0 n 0 d G ^_ It = _j N_ It J 2 In O O a O 3 z "o W 3 U �O Z Y Lu Q o LuOC u F o O Q a c Ij goldco VERTIG c O d v J N um) N z Q Q N W ZU co Yo o Z� r W�ILL �0O>> W U _ ('r-) W =)w W_j 05 WO Z C'O f t Z� U m m Q Q ' 2EO� :D O� —J o LL w Q w o J ♦- � p H H w w W P1-21 J L.3"VTR nj FS- F-1 / C2_I 3" F-3 \\2., cl CO-1 CO-2 T 3 \ F-3 I i.( 1 FID /^ I � F-2 3 IN FD-1 I CO-1 SP \ \ I SODA L FOUNTAIN TP-1 \ E-1 E-1 \ HAND—�O7 FROZEN \ SINK COKE HB-1 MACHINE \ \T '2 HB-2J// BH FIL 1 � FS�-1 T -j-( E-1 HANI SINF O 4" GREASE WASTE TO GREASE INTERCEPTOR. SEE CIVIL DRAWINGS FOR LOCATION AND INTERCEPTOR DETAILS. QQ 3" HUB DRAIN WITH 4x3 REDUCER, HUB STRAINER AND 4" DEEP SEAL TRAP. O 1/2" TRAP PRIMER LINE TO TRAP PRIMER. SANITARY RISER NOT TO SCALE [N\4jay^ [F-3 TP-1 IIIC-3 F-24TP6 ce—zo I� E-1 I I TP-1 ��HAND ce'Cv . D SINK J J i F-1 SEE CIVIL DWG FOR CONT. .I NI HB-11 VALVE BOX WITH COVER FLUSH WITH FINISHED GRADE SEE CIVIL DWG FOR CONT. 3"VTR JIL I / \ nj 2/ / _I I � E-1 HAND T SINK FS-1 5 \rI E-1' FILTER SYSTEM 01 GAS REGULATOR, METER ASSEMBLY AND GAS PIPING TO L.P. TANK PROVIDED AND INSTALLED BY GAS UTILITY COMPANY. LOCATE TANK MIN 10' FROM EDGE OF BUILDING OR SOURCE OF COMBUSTION. SEE CIVIL DWG'S FOR LOCATION AND ADDITIONAL INFORMATION, O GAS PRESSURE TO BUILDING IS 2 PSI. PROVIDE REGULATOR TO STEP PRESSURE DOWN TO 10" W.C. INSIDE BUILDING. O 1-1/4" GAS PIPING TO WATER HEATER. PROVIDE WITH GAS PRESSURE REGULATOR & DRIP LEG AS REQUIRED. VERIFY GAS PRESSURE AND CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. E-1 GAS FRYERS �(4 TYP.) HOLD GAS VALVE 16" I ® MINIMUM FROM HOOD �J ' I E-1 c S.P 6 GAS BROILER 3 P E-1 Id 5 5P. \ OVEN \ STEAMER J 5'PS.P � \ �J d HB-1 [HE-1 AND Icq SINK E\ III.. E-1 3—COMP ?'C CARBONATOR SINK \ _ 4 F-8 01 \ AT \ • \ I I� TRASH I ENCLOSURE / 1— 1 /2"G M I (574 MBH) BELOW Q GRADE Uy o� I \O O YSEE CIVIL DWG FOR CONT. ® GAS SOLENOID VALVE, INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM IN ACCORDANCE WITH NFPA. VALVE SHALL BE FURNISHED BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER AND INSTALLED BY PLUMBING CONTRACTOR. O5 CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE REGULATOR & DRIP LEG AS REQUIRED. VERIFY GAS PRESSURE AND CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. © MANUAL SHUTOFF VALVE LOCATED AT 60" A.F.F. O7 1/2" TRAP PRIMER LINE TO FLOOR DRAIN. ® 3/4" 120-HW, 1" 140'HW AND 1-1/4"CW TO WATER HEATER AND MIXING VALVE. SEE WATER HEATER DETAIL FOR ADDITIONAL INFORMATION. DOMESTIC WATER & GAS RISER NOT TO SCALE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT f ;JAY BF.NECESL"?,RY I&ORDERTO c0°APLY WITH IVPiLICAN CO0ES.' POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON C, MOK PE 33192 P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 GINEERING CORPORATION FLA. REG. EB-4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 R. Wulbern w6 Architect PA AA-0003433 lic ° U (904)329-2510 tel NU robert@wulbern.net 0 0 U N 0 w a z 0 W z N U) Y z z a CE f 0 Lu m m 0 LL LL w Q O O N O O O an = Y ^ N W - ijr) O O O 2 s z W U �►J z Y w S Q Of o U Q o a goldco V J N LC) N z Q < N � rn W NT Z( Y < V� �0 Z� �� W C6 WU�Y- 0 W n oU) � J m c� z U) b r• w U) w m ~O z Q } 0 z a VJ z O M O W L1J L�L U z � C G J a '/1 vNNJ L1_ Q ry Y o W z F W J E � 0 z 0 U F- z w 0 w � N N 0 z_ 0 z 0 w P2-1 SEE PLAN AND DIAGRAM FOR PIPE SIZE DETAIL - WALL CLEANOUT NOT TO SCALE 4 q da ADJUSTABLE J - \F__ SEAL PER ALL EXTERIOR APPLICABLE CODE WALL4RN . EANOUT TERMINATE SLEEVE AINLESS 1/2" ABOVE OVER PLATE FINISHED FLOOR. FLOOR HEAVY-DUTYSCORIATED COVER WITH "CO" CAST IN FINISHED FLOOR a d a d Qa GASKETED ABS CLEANOUT PLUG DETAIL - ONE-WAY FLOOR CLEANOUT NOT TO SCALE HEAVY-DUTY SCORIATED 12"x12"X4" THICK COVER WITH "CO" CAST IN CONCRETE PAD r- FINISHED GRADE GASKETED ABS CLEANOUT PLUG ADJUSTABLE DETAIL - 2-WAY CLEANOUT ON GRADE NOT TO SCALE FLOOR GRATE MOUNT FLUSH WITH FLOOR oo v v v ° ;o DRAIN LINE AIR GAP = 2 x "d" v HUB OUTLET\- SEDIM SEDIMENT BUCKET FLOOR SINK DETAIL NOT TO SCALE GRADE BEAM WATER SERVICE TO BUILDING PVC SLEEVE - (UNLESS OTHERWISE SPECIFIED). DETAIL - WATER SERVICE ENTRANCE NOT TO SCALE 1/2" TRAP PRIMER SUPPLY imyn/ DOMESTIC WATER LINE SLEEVE THRU SLAB TRAP PRIMER VALVE DISTRIBUTION UNIT (WHERE NECESSARY) 1/2" TRAP PRIMER LINE DETAIL - TRAP PRIMER NOT TO SCALE STRAINER, FLUSH WITH FLOOR II l 4 a DRAIN SUPPORT STRAP ROOF TYPICAL PIPE SUPPORT GAS PIPE REFER TO ANCHORED TO DECK SUPPORTED DETAIL DO NOT INSTALL V LVES CEILING PIPE WITHOUT JOINTS 4"' _____IN_CEILING _SPACE _---�i IN CEILING SPACE EXHAUST HOOD TYPICAL PIPE SUPPORT I ANCHORED TO WALL -------- -- - - ----- - ----- - tq GAS PIPE HEADER ALONG WALL BEHIND MANUAL GAS VALVE COOKING EQUIPMENT, APPROXIMATELY ( GAS SHUT- OFF VALVE. PROVIDED 12' ABOVE FLOOR, WITH SCREWED I BY HOOD FIRE PROTECTION SYSTEM FITTINGS. SIZE AS SHOWN ON PLANS. MANUFACTURER, INSTALLED BY P.C. PROVIDE QUANTITY AND SIZE OF I INTER CONNECT TO HOOD FIRE CONNECTIONS AS REQUIRED FOR SUPPRESSION SYSTEM BY F.P.C. EQUIPMENT BEING SERVED. i FLEXIBLE APPLIANCE r,-G_r1 t CONNECTOR FURNISHED MANUAL GAS-/.t BY FSEC AND INSTALLED VALVE (TYP) TYPICAL 6" DIRT LEG BY PLUMBING CONTRACTOR FLOOR TO 6" ABOVE FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS. ATTACH RISER & HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. COOKING APPLIANCE GAS PIPE DETAIL NOT TO SCALE CONCENTRIC VENT THROUGH ROOF PER MANUFACTURERS REQUIREMENTS TANKLESS I WATER HEATER � MOUNT FLUSH COLD WATER SUPPLY i W/CEILING HOT WATER OUTLET-�, I UNION (TYP) T&P RELIEF VALVE _ _L ! ! / GAS PIPING \, AT WATER HEATER __ I V IN SLAB 140' HOT WATER I SEDIMENT TRAP t u4 BALL VALVE (TYP) 120' HOT WATER I COLD WATER CHECK VALVE \ TEMPERING VALVE `-RUN 3/4" 0 RELIEF VALVE DISCHARGE LINE TO MOP BASIN. PROVIDE WITH MIN. 2" AIR GAP. DETAIL - WATER HEATER NOT TO SCALE AIR ADMITTANCE VALVE, RECOMMENDED MANUFACTURER TO BE "STUDOR", MODEL "MINI -VENT". PIPE CAP TO FIXTURE, SEE TILE FLOOR (SEE DRAWINGS FOR TYPE ARCHITECTURAL z FOR FLOOR SLOPES) ADJUSTABLE DRAIN HEAD a a 5'-0„ MAX. Q 1-1/2" VENT TEE °' DRAIN BODY FLOOR DRAIN DETAIL SCALE: NTS PIPE STAINLESS STEEL FLEX HOSE QUICK DISCONNECT GAS VALVE EASY READ ON/OFf I I GAS MAIN 0/ TO EQUIPMENT EQUIPMENT GAS CONNECTION NOT TO SCALE CAULK DETAIL - AIR ADMITTANCE VALVE NOT TO SCALE t DISCHARGE PIPE SCHEDULE 40 PVC WITH REDUCER (SIZE AS INDICATED ON DRAWINGS -� FLOOR SLAB AIR GAP =2x"d" 4" A.F.F. (UNLESS OTHERWISE NOTED ON PLANS) PLUMBING EQUIPMENT SCHEDULE E-1 EQUIPMENT PROVIDED AND INSTALLED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED ACCESSORIES (ie..WALL SUPPLIES, SUPPLY LINES, DRAIN, P-TRAP, GAS SUPPLY LINE, ETC.) FOR A COMPLETE FINAL CONNECTION TO EQUIPMENT. F-1 WHITE VITREOUS CHINA FLOOR MOUNTED FLUSH VALVE WATER CLOSET WITH ELONGATED BOWL FOR HANDICAPPED. AMERICAN STANDARD MADERA 17"H EL 1.6 MODEL 3043.102 WITH SLOAN REGAL 111 XL FLUSH VALVE, BEMIS 1955C OPEN FRONT SEAT AND BOLT CAPS. PROVIDE FLUSH VALVE WITH A.D.A. HANDLE TO MEET A.D.A. REQUIREMENTS. F-2 WHITE VITREOUS CHINA WALL HUNG URINAL. AMERICAN STANDARD LYNBROOK 1.0 MODEL 6601.012 WITH SLOAN REGAL 180-1 XL FLUSH VALVE AND HEAVY DUTY CHAIR CARRIER. INSTALL URINAL AND FLUSH VALVE TO MEET A.D.A. REQUIREMENTS. F-3 WHITE VITREOUS CHINA WALL HUNG LAVATORY FOR HANDICAPPED. AMERICAN STANDARD LUCERNE MODEL 0355.012 WITH AMERICAN STANDARD HERITAGE MODEL 5400.172V 4" CENTERSET FAUCET, MODEL 7723.018 OFFSET GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS P-TRAP, LOOSE T-KEY WALL SUPPLIES. INSTALL WITH JR SMITH MODEL 0700 HEAVY DUTY CHAIR CARRIER. PROVIDE UNIT WITH VANDAL RESISTANT WRIST BLADE HANDLES AND LEONARD POINT OF USE THERMOSTATIC MIXING VALVE MODEL 170-STSTL REC-BP WITH RECESSED STAINLESS STEEL CABINET AND COLD WATER BY-PASS. SET THERMOSTATIC MIXING VALVE WATER TEMPERATURE TO DELIVER MAXIMUM OF 1107. INSULATE DRAIN AND SUPPLY LINES TO MEET A.D.A. REQUIREMENTS. F- 4 MOP SINK FAUCET, AMERICAN STANDARD EXPOSED YOLK WALL -MOUNT UTILITY FAUCET MODEL 8344.111. PROVIDE ROUGH CHROME PLATED FAUCET WITH VACUUM BREAKER, HOSE THREAD & PAIL HOOK ON SPOUT, INTEGRAL STOP ARMS. F-5 HOT & COLD WATER SUPPLY BOX LESS COVER. ACORN MODEL 8146. PROVIDE WITH VACUUM BREAKER AND 3/4" I.D. HOSE FOR CONNECTION TO HOSE REEL. F-6 CAN WASHING FLOOR DRAIN WITH RECESSED WALL MOUNTED WATER SUPPLY CONTROL BOX. SANI-CEPTOR J. R. SMITH MODEL 3380 AND WATER SUPPLY BOX J. R. SMITH MODEL 3380. PROVIDE WATER SUPPLY BOX WITH INTERGAL STOPS, VACUUM BREAKER, AND LOCKABLE COVER. F-7 HOT WATER TEMPERATURE TEMPERING VALVE WITH INTEGRAL CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER. SYMMONS MODEL 5-40OB-W. FURNISH UNIT WITH SHUT OFF VALVE, THERMOMETER, UNIONS, WALL MOUNT BRACKET, AND LOCKABLE STAINLESS STEEL CABINET. MIXING VALVE SHALL BE SET TO DELIVER 120 DEGREES F. HOT WATER. F-8 HOT & COLD WATER FREEZE PROOF SUPPLY BOX WITH LOCKING COVER. ACORN MODEL 8109. PROVIDE WITH VACUUM BREAKER AND 3/4" I.D. HOSE CONNECTION. CO-1 WALL CLEAN OUT, J. R. SMITH 4472-U WITH VANDAL PROOF SCREW AND STAINLESS STEEL COVER. CO-2 FLOOR CLEAN OUT, J. R, SMITH 4231-U-M WITH HEAVY DUTY VANDAL PROOF DUCTILE IRON TOP. FD-1 LIGHT DUTY FLOOR DRAIN, J. R. SMITH 2O05-B-PO50-U WITH VANDAL PROOF TOP, SEDIMENT BUCKET AND 1/2" TRAP PRIMER CONNECTION. FD-2 MEDIUM DUTY FLOOR DRAIN, J. R. SMITH 2110-B-PO50-U WITH VANDAL PROOF TOP, SEDIMENT BUCKET AND 1/2" TRAP PRIMER CONNECTION. FS-1 12-1/2" X 12-1/2" X 8" DEEP FLOOR SINK, J. R. 3141-U. PROVIDE WITH SEDIMENT BUCKET, VANDAL PROOF GRATE AND 4" DEEP SEAL TRAP. HB-1 RECESS WALL MOUNTED FREEZELESS HYDRANT WITH CHROME FINISH, J. R. SMITH MODEL 55090T. PROVIDE UNIT WITH LOCKABLE COVER AND VACUUM BREAKER. HB-2 HOSE BIBB, POST HYDRANT - WOODFORD MODEL RHY2 NON FREEZE WITH VACUUM BREAKER. DRAIN FROM CASING SHALL BE ROUTED WITHIN CEILING BELOW, OR TIGHT TO UNDERSIDE OF ROOF DECK, TO EXTERIOR WALL AND TERMINATE OVER GRADE. HOSE BIBB SHALL BE LOCATED ON ROOF. TP-1 TRAP PRIMER, MIFAB MODEL M-500. PROVIDE WITH MODEL MI -DU DISTRIBUTION UNIT AS REQUIRED. WH-1 COMMERCIAL GRADE INDOOR RATED TANKLESS GAS WATER HEATER WITH 199,000 BTU GAS INPUT; NORITZ MODEL NC199. PROVIDE WITH VENT TERMINATION KIT, INSTALL WATER HEATER IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, DETAILS AND SPECIFICATIONS, AS WELL AS IN ACCORDANCE WITH NFPA 54 AND THE 2014 FLORIDA FUEL GAS CODE. WATER HEATER SHALL BE TO DELIVER 140 DEGREES F. HOT WATER. SEE WATER HEATER DETAIL FINISH FLOOR / REFERENCE ID SHEETS. j i \\\a HUB DRAIN DETAIL SCALE: NTS FOR ADDITIONAL INFORMATION. BFP DOUBLE CHECK BACKFLOW PREVENTER WITH LEAD FREE CONSTRUCTION, WATTS SERIES LF7 PROVIDE UNIT WITH BRONZE STRAINER AND SHUT-OFF VALVES. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK -SEAL MODEL PIDIE S MIPS THREAD in. DIMENSIONS (APPROXIMATE) AIR VOLUME cubic in. FIXTURE UNIT CAPACITY A B in. in. 1250-A A 1/2 5 1/4 1 1/8 3.5 1-11 1250-B B 3/4 6 1/8 1 3/8 4.3 12-32 1250-C C 1 8 1 3/8 6.5 33-60 1250-D D 1 10 5/8 1 3/8 10 61-113 1250-E E 1 9 7/8 2 1/8 22.36 114-154 1250-F F 1 13 7/8 2 1/8 34.4 155-330 NOTES: 1. SUGGESTED MANUFACTURER SHALL BE "WILKINS". 2. "PDI" REFERS TO THE PLUMBING AND DRAINAGE INSTITUTE. WATER HAMMER ARESTOR NOT TO SCALE LEGEND BALL VALVE (EXCEPT OTHERWISE NOTED) ----- COLD WATER (CW) ----- FILTERED COLD WATER (CWF) ----- LIME INHIBITED FILTERED COLD WATER (LICWF) CHECK VALVE C.O. CLEANOUT -d4 CONTROL VALVE/REGULATOR DOUBLE COMBINATION WYE E0 FLOOR DRAIN O FLOOR CLEANOUT GREASE WASTE (GW) - ----- --- GAS (G) ------- HOT WATER (HW) - - - - - HOT WATER RETURN (HWR) INV. EL. INVERT ELEVATION PRESSURE RELIEF VALVE PIPE RISERS (DROP) -0--0- PIPE RISERS (UP) PIPE END (CAPPED) -=� STRAINER/FILTER SANITARY SEWER (SAN) S.A. SHOCK ABSORBER STORM DRAINAGE (ST) OVERFLOW DRAINAGE (OFL) TRAPPED DRAIN TRAP UNION -- --►� VALVE (NORMAL CLOSE) - - - - - - - VENT (V) J,j;,VTR VENT THRU ROOF (VTR) -- WALL CLEANOUT I PLUMBING GENERAL NOTES I � 1. SEE SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS. ( 2. COORDINATE HVAC EQUIPMENT AND DUCT LOCATION WITH HVAC CONTRACTOR. SEE MECH DWGs. FOR ADDITIONAL INFORMATION. 1 3. DO NOT INSTALL PIPING ABOVE ELECTRICAL PANELS OR EQUIPMENT. ) COORDINATE ELECTRICAL PANEL AND EQUIPMENT LOCATION WITH ELECTRICAL CONTRACTOR. ) 4. RUN ALL HORIZONTAL COLD & HOT WATER PIPING ABOVE CEILINGS UNLESS ) OTHER WISE NOTED. i 5. EXTERIOR HOSE BIBS TO BE LOCATED 18" ABOVE GRADE UNLESS OTHER WISE NOTED. I ) I 6. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY WORKMEN THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE TO PERFORM. ROUGH WORK WILL BE REJECTED. ( 7. MAINTAIN A MINIMUM 10' CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR I INTAKES AND SANITARY VENTS. I I I S. DOMESTIC WATER SHUT-OFF VALVES LOCATED ABOVE DRY WALL CEILINGS ( SHALL BE GROUPED TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS PANELS IF POSSIBLE. PROVIDE WITH IDENTIFICATION TAG INDICATING AREAS THE ( VALVE CONTROLS. I ) I 9. UNLESS OTHERWISE DIRECTED, ALL DOMESTIC WATER AND GAS PIPING SHALL BE LOCATED AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF DECK/STRUCTURE. ( UNLESS OTHERWISE DIRECTED, STORM DRAIN AND VENT PIPING SHALL BE LOCATED AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF DECK/STRUCTURE, WITH I I MINIMUM SLOPE REQUIRED BY APPLICABLE CODE REQUIREMENTS. I � 10. COORDINATE ALL LATERAL CONNECTIONS WITH CIVIL ENGINEERING DRAWINGS, I ANY CONFLICTS TO BE RESOLVED PRIOR TO START OF CONSTRUCTION. I 11. CLEANOUTS ON 6" AND SMALLER PIPING SHALL BE PROVIDED WITH A ' CLEARANCE OF NOT LESS THAN 18" FOR RODDING. CLEANOUTS ON 8" AND LARGER PIPING SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36" FOR RODDING. L----------------------------------------------------J FIXTURE UNIT CALCS. FIXTURE F.U. EACH TOTAL F.U. DESCRIPTION QTY WASTE WATER WASTE WATER COFFEE, ICE, SHAKE, SODA, ETC. 11 - 0.5 - 5.5 FLOOR DRAIN 6 5 - 30 - EMERGENCY FLOOR DRAIN 2 - - - - HUB DRAIN 2 2 - 4 - HAND SINK 3 2 1 2 6 6 HOSE BIBB 4 - 2 - 8 LAVATORY 2 1 4 2 8 MOP SINK/CAN WASH 1 3 3 3 3 SINGLE COMP. SINK/PREP SINK 1 5 2 5 2 THREE COMP. SINK 1 6 4 6 4 WATER CLOSET 2 4 10 8 20 URINAL 1 4 10 4 10 WASH BOX 1 - 4 - 4 BUILDING TOTALS 68 70.5 TOTAL GPM - 58 REQ'D. PIPE SIZE 4" 2„ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT .MY BC NECESSARY IN.ORDER TO* 001ApLY WITH ALL APPLICAfL41 CODES.', _- ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A P & H LANE R. HINKLE PE 48076 ORANGE PARK, FLORIDA 32073 (904) 264-5570 FAX:(904) 278 2646 ENGINEERING CORPORATION FLA. REG. EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 roo.48 76 5 (l/? -0srar OF .• 1. .a vv R. Wulbern Architect PA AA - 0003433 Ile • m PJ (904)329-2510 tal• 0) U rebert@wulbern.nel 0 0 U .. d� c d ti m T c 0 o v c d m .2 .� 49 > .0-0'o 0) � 6 02 I 6 � N N v c m m m F N N c a m d� c CD m N m � 21,M E� o .o y �0 � U w c a � t � (D N = a Z oz In Id z z W a In Lu E S2 w S2 w 0 a LU o M m LL w N R M _j a rn O 0 z "D Y W - _ Q w ❑2 Q ❑ a In D w m 0 z 2 zQ z z w ❑ w z 0 V9oldco { ......... r,..... 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