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HomeMy WebLinkAbout51 GLENDALE ROADBUILDING CODE DATA VIEWING ROOM 0 W e LL 8'-0"x 4'-0" FIXED GIA-SS WINDOW CENTERED IN VIEWING ROOM. HEAD TO BE 7'-0" ABV FIN FLR 1/4" GLAZING 5/4"x 3" FRAME 5/4"x 8" CAP DISTILLERY 1 SILL DETAIL HEAD, JAMB SIMILAR SCALE: 3"= 1'—O" CEILING HEIGHT TO BE 8'-0" ABV FIN FLR OR AS NOTED EQ EQ REFLECTED CEILING PLAN SCALE: 1/8"= 1'—O" EXISTING DISTILLERY STRUCTURE, 4"x 7" WOOD COLUMNS AT 8'-0" ON CENTER. CONTINUE SHAFTWALL TO TOP PLATE OF DISTILLERY BUILDING. TOP PLATE OF DISTILLERY IS HIGHER THAN RIDGE OF TASTING ROOM WING. REFER: 1 /A-2. 1"x 6" TONGUE AND GROOVE PINE BOARDS ON TASTING ROOM SIDE 7" 5" UL DESIGN N0. U438 il 0 I N 0 I 0 M UL DESIGN NO. U438 2 HOUR FIRE RATED. WALLBOARD, GYPSUM — 1/2" THICK, 4 FT. WIDE WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER OR BASE LAYER ATTACHED TO STUDS WITH 1" LONG TYPE S SELF —DRILLING, SELF —TAPPING BUGLE HEAD STEEL SCREWS SPACED 24" O.C. ALONG THE EDGES AND IN THE FIELD OF THE BOARDS. OUTER OR FACE LAYER ATTACHED TO STUDS AND "J" RUNNERS WITH 1-5/8" LONG TYPE S SELF —DRILLING, SELF —TAPPING BUGLE HEAD STEEL SCREWS SPACED 12" ALONG THE EDGES AND IN THE FIELD OF THE BOARDS, STAGGERED FROM SCREWS IN INNER LAYER. JOINTS BETWEEN INNER AND OUTER LAYERS STAGGERED. OUTER LAYER JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND. EXPOSED SCREW HEADS COVERED WITH JOINT COMPOUND. WALLBOARD, GYPSUM — 1" THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN NOMINAL 24" WIDTHS. PANELS CUT 1" LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C—H" STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1-5/8" LONG TYPE S SELF —DRILLING, SELF —TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12" O.C. STEEL STUDS — "C—H" SHAPED STUDS, 4" WIDE BY 1-1/2" DEEP, FABRICATED FROM 25 MSG GALV STEEL. CUT TO LENGTHS 3/8" TO 1/2" LESS THAN FLOOR TO CEILING HEIGHT AND SPACED 24" O.C. FLOOR AND CEILING RUNNERS — "J" SHAPED RUNNER, 4" WIDE WITH UNEQUAL LEGS OF 1" AND 2", FABRICATED FROM 24 MSG GALVANIZED STEEL. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2" FROM ENDS AND NOT GREATER THAN 24" O.C. A PARTITION TYPE 'A' NO SCALE 156'-0" 64>, 43„ ONE LAYER OF 5/8" GYPSUM — ................................. ....... .... ....... ................................. WALLBOARD ON 2"x 6" WOOD STUDS AT 16" O.C. TO 2'x 2' ACOUSTICAL CEILING TILE BOTTOM CHORD OF TRUSS IN EXPOSED GRID SUSPENSION ABOVE OR AS NOTED ON SYSTEM PLANS. COVER WALLBOARD JOINTS WITH VINYL, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. B PARTITION TYPE 'B' NO SCALE PLACE 3" CREASED THERMARBER SOUND ATTENUATION FIRE BLANKETS IN STUD CAVITIES IN BATHROOMS. FRICTION FIT SECURELY BETWEEN STUDS. BUTT ENDS OF BLANKETS CLOSELY TOGETHER AND FILL ALL VOIDS. ONE LAYER OF 5/8" GYPSUM WALLBOARD ON 2' x 4" WOOD o STUDS AT 16" O.C. TO I 8'-6" ABOVE FINISHED FLOOR. co COVER WALLBOARD JOINTS WITH VINYL, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. C PARTITION TYPE 'C' NO SCALE 4' TES EXTENI OF F-1 USE GROUP TASTING ROOM 841 SF OF A-2 O USE, 6,840 SF M 5B CONST. ALLOWED = 12.3% ALLOWED AREA 30, 24' OPEN PERIMETER 0 I N 156' USE GROUP THE BUILDING HAS THREE USE GROUPS; A-2 ASSEMBLY (TASTING ROOM), F-1 MODERATE HAZARD FACTORY (DISTILLERY) AND S-1 MODERATE HAZARD STORAGE (KEGS). THE F-1 USE HAS A VIEWING ROOM IN IT WHICH IS ALLOWED UNDER SECTION 303.1.2.1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. CONSTRUCTION TYPE 5B SPRINKLERED BUILDING NO USE GROUP SEPARATION THE USES WILL BE SEPARATED AS STATED IN 508.4. EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED FROM ADJACENT FIRE AREAS BY FIRE BARRIER WALLS OR HORIZONTAL ASSEMBLIES OR BOTH HAVING A FIRE — RESISTANCE RATING DETERMINED IN ACCORDANCE WITH TABLE 508.4 FOR USES BEING SEPARATED. THAT FIRE RATING IS 2 HOURS BETWEEN A-2 AND F-1 AND S-1 AND 0 HOURS BETWEEN F-1 AND S-1. EACH FIRE AREA SHALL COMPLY WITH THIS CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE SHALL NOT EXCEED ONE. ALLOWABLE HEIGHT ALL USE GROUPS ARE ALLOWED 1 STORY AND 40 FEET ALLOWABLE AREA AND MODIFICATIONS 506.2 EVERY BUILDING SHALL ADJOIN OF HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN INCREASE FOR FRONTAGE. WHERE A BUILDING HAS MORE THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE HAVING A MINIMUM WIDTH OF 20 FEET, THE FRONTAGE INCREASE SHALL BE l DIN ACCORDANCE WITH THE FOLLOWING: /f= 100P —0.25� 30 If = 100 [204 -0.2530 = 14% INCREASE ALLOWED A-2 ASSEMBLY, CONSTRUCTION TYPE 5B: 6,840 SQ FT ALLOWED F-1 FACTORY, CONSTRUCTION TYPE 5B: 9,690 SQ FT ALLOWED S-1 STORAGE, CONSTRUCTION TYPE 5B: 10,260 SQ FT ALLOWED A-2 ASSEMBLY PERCENTAGE OF ALLOWED AREA: 12.3% F-1 FACTORY PERCENTAGE OF ALLOWED AREA: 22.5% S- 1 STORAGE PERCENTAGE OF Al wvvuD AREF\: 5:!/ 0% SUM OF THE RATIOS OF ALLOWED FLOOR AREA: 92.6% (LESS THAN 1) STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES 0 HOUR FIRE RATED EXTERIOR BEARING WALLS 0 HOUR FIRE RATED. NEAREST WALL TO PROPERTY LINE IS 12 FEET INTERIOR BEARING WALLS 0 HOUR FIRE RATED EXTERIOR NONBEARING WALLS AND PARTITIONS 0 HOUR FIRE RATED. NEAREST WALL TO PROPERTY LINE IS 12 FEET INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOUR FIRE RATED FLOOR CONSTRUCTION 0 HOUR FIRE RATED ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HOUR FIRE RATED OCCUPANTS 57 ASSEMBLY, TASTING ROOM (841 15 13 INDUSTRIAL, DISTILLERY (1,241 100 02 BUSINESS, VIEWING ROOM (193/100) 03 COMMERCIAL KITCHEN (436/200) 12 WAREHOUSE (5,935/500) 87 OCCUPANTS MAXIMUM EXIT TRAVEL DISTANCE 95 FEET (200 FEET ALLOWED, TABLE 1016.2) 5,935 SQUARE FEET OF S-1 USE 10,260 SF S-1 USE, 5B CONSTRUCTION ALLOWED = 57.8% ALLOWED AREA 122' USE GROUP/ OPEN PERIMETER PLAN SCALE: 1 "= 20' 24' OPEN PERIMETER aru .ols ,..`•'oF CO/VNFc. DAVID ELIAS, AIA ARCHITECT J O H N F I TC H DISTILLERY SEPTEMBER 14, 2017 :* 51 GLENDALE ROAD •�•��I , 66�o� /CF��V..•� /t/ \ ,� 311 ALEXANDER ROAD NEW BRITAIN, CT 06053 SOUTH 1/1/INDSOR, CONNECTICUT (8 60) 2 2 4 — 69 71 0 I 3'-0" Eel EXISTING ALUMINUM DOOR WITH DIVIDED IITFS_ REPLACE EXISTING THRESHOLD WITH HANDICAP COMPLIANT THRESHOLD. REVERSE DOOR SWING TO OPEN IN DIRECTION OF EGRESS. 3'-0" 101 EXISTING ALUMINUM DOOR WITH DIVIDED IITES. LAVATORY ELEVATION SCALE: 1 "= 1'-O" NOTES: DOOR SCHEDULE NUMBER TYPE SIZE CONSTRUCTION FIRE RATING REMARKS 101 A 3'-0"x 6'-8" ALUMINUM - TASTING ROOM ENTRANCE EGRESS DOOR, EXISTING 102 - - - NOT USED 103 C 3'-0"x 7'-0" HOLLOW METAL 1-1/2 HOUR FOOD PREP 104 H 3'-0"x 7'-0" HOLLOW METAL 1-1/2 HOUR VIEWING ROOM 105 D 3'-0"x 6'-8" FIBERGLASS - VIEWING ROOM 106 E 3'-O"x 6'-8" MOLDED PANEL - WOMEN'S ROOM 107 E 3'-O"x 6'-8" MOLDED PANEL - MEN'S ROOM 108 F 3'-0"x 7'-0" HOLLOW METAL - JANITOR 109 F 3'-0"x 7'-0" HOLLOW METAL - FOOD PREP 110 F 3'-0"x 7'-O" HOLLOW METAL I I DISTILLERY ENTRANCE 111 G 2 3'-0"x 7'-0" HOLLOW MTL - KEG STORAGE 112 B 3'-0"x 6'-8" FIBERGLASS - KEG STORAGE ENTRANCE EXIT, EXISTING 113 1 12'-0"x 14'-0" OVERHEAD - KEG STORAGE, EXISTING 114 B 3'-0"x 6'-8" FIBERGLASS - KEG STORAGE ENTRANCE EXIT, EXISTING 3'-0" 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. DOOR AND FRAME TO BE 1-1/2 HOUR FIRE -RATED. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYANU RATE INSULATION CORE AT EXTERIOR DOORS. TV ON PROVIDE GRAB BARS AND NECESSARY BLOCKING. GRAB BARS ARE TO BE MOUNTED WITH SUFFICIENT STRENGTH TO WITHSTAND STRESSES IN BENDING, SHEAR AND TENSION WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE GRAB BAR. ALL GRAB BARS ARE TO BE 1-1/2" OUTSIDE DIAMETER, OF 18 GAUGE TYPE 304 STAINLESS STEEL WITH A NUMBER 4 SATIN FINISH. ALL SCREWS ARE TO BE CONCEALED. LAVATORY PIPES SHALL BE INSULATED WITH INSULATING KIT OF SOFT, NON -YELLOWING, FLAME RETARDANT VINYL. ANGLE STOPS SHALL BE FULLY INSULATED AND ALLOW FOR EMERGENCY SHUTOFF. INTERNAL RIBS SHALL PROVIDE AIR GAP BETWEEN PIPE AND COVER PROVIDING INSULATION AND CUSHION AGAINST CONTACT. COLOR TO BE WHITE. co I 3'-0" O BELLEVILLE SMOOTH TEXTURED FIBERGLASS ENTRY DOOR BY MASONITE. WOOD TOP RAIL FINGER JOINTED OR LAMINATED WOOD HINGE STILE, LAMINATED LOCK STILE, INTERNAL BLOCKING FOR LATCHING HARDWARE, ROT - RESISTANT BOTTOM RAIL, FIBERGLASS REINFORCED FACINGS WITH INSULATED CORE OF POURED -IN -PLACE POLYURETHANE FOAM FORMING A SECURE ATTACHMENT TO ALL DOOR COMPONENTS. GLASS INSERTS SHALL BE FABRICATED OF 1/2" DOUBLE PANE INSULATED GLASS. WOOD FRAME TO BE OF SINGLE RABBET DESIGN. DOOR TO BE STAINED AND TOP COATED WITH EXTERIOR, UV RESISTANT POLYURETHANE. BATHROOM ELEVATIONS SCALE: 1 /2"= 1'-O" 3'-0" SAFE 'N SOUND SOLID CORE CONSTRUCTION MOLDED PANEL DOOR BY MASONITE CORPORATION OR APPROVED EQUAL. SMOOTH FINISH, PRIMED AND PAINTED. FRAME TO BE SINGLE RABBETED, 1-1/4" THICK, OF PINE. ALL JAMBS TO SUBFLOOR. 3'-0" O� 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYANU RATE INSULATION CORE AT EXTERIOR DOORS. BATHROOM ELEVATIONS SCALE: 1/2"= 1'-O" 0 I i� 6'-0" 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYAN U RATE INSULATION CORE AT EXTERIOR DOORS. TOILET ACCESSORY SCHEDULE MARK ITEM MANUFACTURER MODEL NO. REMARKS BOBRICK B165-2436 24"x 36". MOUNT LOWER EDGE 38" ABOVE FINISHED FLOOR. OMIRROR 1 ONE PIECE CHANEL FRAME. NO. 1 QUALITY GLASS. DISPENSER BOBRICK B-2888 PLATED STEEL DISPENSING MECHANISIM. MOUNT UPPER EDGE OTISSUE MULTI ROLL 1-1/2" MIN BELOW GRAB BAR, CENTER 8" IN FRONT OF TOILET. DISPENSER BOBRICK B-5050 MATRIX SERIES. POLYMER CONSTRUCTION, 50 OZ CAPACITY. OSOAP MIRROR MOUNTED WITH PRESSURE -SENSITIVE TAPE STRIPS. GRAB BAR BOBRICK B6806x36 36" LONG x 1-1/2" DIAMETER. TOP OF BAR AT 34" AFF. ®36" STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. GRAB BAR BOBRICK B6806x42 42" LONG x 1-1 /2" DIAMETER. TOP OF BAR AT 36" AFF. O42" 5 STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. UP BOBRICK B-4998 SWING UP GRAB BAR, TOP AT 36" AFF. MOUNTING METHOD USWING 6 GRAB BAR SHALL RESIST 250# SHEAR, TENSILE AND MOMENT FORCES. GRAB BAR BOBRICK B-606808 18" LONG x 1-1/2" DIAMETER. REFER TO ELEVATIONS FOR O18" LOCATION. STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. TOWEL BOBRICK B-262 SATIN FINISH STAINLESS STEEL. DISPENSES 400 C-FOLD OR OPAPER DISPENSER 525 MULTIFOLD TOWELS MEASURING 3-1/8" TO 3-13/16" DEEP WITHOUT ADJUSTMENT OR ADAPTERS. DOOR HAS TUMBLER LOCK AND PIANO HINGE. CABINET SLOTS INDICATE REFILL TIME. MOUNT LOWER EDGE 48" ABOVE FINISHED FLOOR. C> 16 GAUGE FLUSH STEEL HOLLOW .METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. DOOR AND FRAME TO BE 1-1/2 HOUR FIRE -RATED. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. 100 SQUARE INCH CODE COMPLIANT GLAZING. BATHROOM ELEVATIONS SCALE: 1/'2"= 1'-O" ❑O EXISTING OVERHEAD DOOR w g a 0- 0 w 0 I U Of Z N J W af 0 U W I tL J O 1i'1 L d s o FINISH SCHEDULE FLOOR BASE WALLS CEILING F U) �io aaz W ooidw ��o in H- IL U w w �dWA mon(�,a cai o doom U) 00 1 o �Zo�� H cooX-~a- W Z U 9 FO� poV wm 1= I=KFF- UZUU 02oDoCD Illw 0 ogC-) �-m ZwxUN CVUV0 Z. * :Za U I-U_- CV zXVV TASTING ROOM I I lo 1 10 1 1 O lo NOTES 4,8 VIEWING ROOM O lo I O Io NOTES 4,7,8 CORRIDOR O I lo I O Io NOTES 4,7,8 WOMEN'S ROOM O O 01 O 10 NOTES 1,45,6 MEN'S ROOM O 1 O ol O Io NOTES 1,4,5,E JANITOR O ol ol O NOTES 1,4,7,9 FOOD PREP O O O O NOTES 2,3,7 DISTILLERY O O O O NOTES 1,7,9 KEG STORAGE O O O O 01) GYPSUM BOARD WALLS TO BE PAINTED WITH ONE COAT ULTRA -HIDE PVA INTERIOR PRIMER -SEALER GENERAL PURPOSE LATEX WALL PRIMER 1030. TWO COATS ULTRA -HIDE LATEX EGGSHELL INTERIOR WAI T_ h TRIM ENAMEL 1412. BOTH BY ICI PAINTS. ALL SURFACES MUST BE SOUND, DRY, CLEAN AND FREE OF OIL, GREASE, DIRT, MILDEW, FORM RELEASE AGENTS, CURING COMPOUNDS, LOOSE AND FLAKING PAINT AND OTHER FOREIGN SUBSTANCES. MIX THOROUGHLY BEFORE USE. DO NOT APPLY WHEN SURFACE OR AIR TEMPERATURE IS BELOW 50 DEGREES F. PROVIDE GOOD VENTILATION AND WARMTH FOR NORMAL DRYING. 02) FIBERGLASS REINFORCED WALL PANELS TO BE GLASBORD-FSI BY KEMLITE. 0.075" THICK, SMOOTH FINISH. COLOR: 85 WHITE. PANEL SIZE: 4'x 12'. PVC MOLDINGS. COLOR: TO BE SELECTED. ADHERE SMOOTH CLASS A WALL PANEL TO 5/8" GYPSUM BOARD WITH MANUFACTURER'S RECOMMENDED ADHESIVE. COMPLY WITH PANEL MANUFACTURER'S INSTALLATION GUIDE #6211. REMOVE ADHESIVE FROM PANEL FACE USING SOLVENT OR CLEANER RECOMMENDED BY PANEL MANUFACTURER. PANEL TO MEET USDA/FSIS REQUIREMENTS AND COMPLY WITH ICB REPORT NUMBER 4583. 03) 2'x 2'x 5/8" ACOUSTICAL CEILING TILE TO BE LUMAWASH 973 BY ARMSTRONG WORLD INDUSTRIES. CLASS A FIRE RATING, MINERAL FIBER MATERIAL, USDA ACCEPTED FOR USE IN FOOD PREP AREAS. SQUARE EDGE. CLASS A FIRE RATING. INSTALL IN 15/16" ARMSTRONG PRELUDE SUSPENSION SYSTEM. 04) CIRRUS 2'x 2'x 3/4" FINE -TEXTURED SQUARE, LAY -IN ACOUSTICAL CEILING TILE IN PRELUDE XL 15/16" EXPOSED TEE SUSPENSION SYSTEM, BOTH BY ARMSTRONG WORLD INDUSTRIES. DOT HATCH PATTERN INDICATES EXTENT OF SHAFTWALL COVERAGE 05) CERAMIC WALL TILE TO 78" ABOVE FINISHED FLOOR ON ALL FOUR WALLS ON CEMENTIOUS BACKER BOARD ON ALL SIDES. TII F TO MFFT OR FX(FFD ANSI A1-17,1 AND RF INSTAI I Fr) IN ACCORDANCE WITH THE TCA CERAMIC TILE INSTALLATION HANDBOOK. PORTLAND CEMENT WITH LATEX ADDITIVE THIN SET APPLICATION COMPLYING WITH ANSI A118.4. 06) UNGLAZED CERAMIC FLOOR TILE TO MEET OR EXCEED ANSI A137.1 AND BE INSTALLED IN ACCORDANCE WITH THE TCA CERAMIC TILE INSTALLATION HANDBOOK. PORTLAND CEMENT WITH LATEX ADDITIVE THIN SET APPLICATION COMPLYING WITH ANSI A118.4. 07) BONDED ABRASIVE POLISHED CONCRETE WITH CLASS 'A' AGGREGATE EXPOSURE (VERY LITTLE) AND LEVEL 2 FINISHED GLOSS (SATIN). SLIP RESISTANCE: DYNAMIC COEFFICIENT OF FRICTION (DCOF) RANGE OF 0.35 TO 0.45 UNDER WET CONDITIONS WHEN MEASURED ACCORDING TO ANSI 13101.3. 08) 1 "x 6" TONGUE AND GROOVE SELECT KNOTTY PINE BOARDS, KILN DRIED WITH TWO COATS OF UV CLEAR COAT URETHANE FINISH. 09) 4"x 1/8" THICK, NO TOE, VULCANIZED THERMOSET, TYPE TS RUBBER SOLID WALL BASE. ALLSTATE RUBBER OR APPROVED EQUAL. DASHED LINE INDICATES OUTLINE OF TASTING ROOM WING BEYOND. 1-1/2 HOUR 1-1/2 HOUR FIRE -RATED DOOR FIRE -RATED DOOR SHAFTWALL COVERAGE ELEVATION SCALE: 3/16"= 1'-0" J il J J D r 3 il .o '�����usttL�utqRr�ryi•�•F•c���•G••.°� , AIA ARCHITECT JOHN FITCH DISTILLERY SEPTEMBER 14, 2017 * t * = 51 GLENDALE ROAD A-2 'o•��CF'� .66 • \'�� p••iSF� 311 BRIT ANDER ROAD NEW BRITAIN, CT 06053 SOUTH WINDSOR CONNECTICUT ��AR��; �� (8 60) 2 2 4 - 6 9 71 R LL Lo C.) a) E O U a) ca cu 0 o Z Z o O� v Z m v � in nE-- 1-1 k= O _l 0 w UZ 2 Z cd a H lU Q J W N J N m W'^ U N VJ r U- �IN ZJ~ J Z OOW W �Q LL2Q ¢ j WW o F- QmQWp�OQZHpUwRc W ��W Q@I=-OT"ZUm_OQZQ U 3 wdRjww�wW2OQZ�iQW� U _o E"_Ow 0. 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W M M N o) SHEET NUMBER: 0 P-1 N uj Lo In co M N r ti r N CD (� o Z U O W o E z 0 Z E 0 T-GAS REFER TO 0 ui 0 y W SITE PLAN z w � W N WATER REFER TO SITE PLAN/ Q N i GAS METER SHUT OFF VALVE WITH ( w N _ (c) ~ ate® BACK FLOW PREVENTER UH-1 iL� MAKEUP TO UH-3 BOILER UH-4 cq I B-1 UH-7 I O 300 GALLON '� wLi HOLDING TANK UH-2 A M O~I _i N z J U J } Z v-11 L�{� - p O w W J¢ i _, Il..jj" W J 3/4"o G I I WATER x OT I HEATER HWH-1 DISTILLERY mQwz~°oZ�o~=LLxW� o —--� pI-, =ir�5�m>a��OQW¢�o 0 zzz�wzpxzO=�O��E_ - 1 — --- TO BOILER W(n¢zu)ZW�.omz ZN2U N nil 1 �3 P1 G DN 1/9.� urn/ �c�ao ���4Ta�o0..' 5wW I-1 1/2"p CW I O I �owoo¢ mx�koa��aicx�E HOLDING owwwwU-wo2RQ<�- woo u a Z aw O I� I = I H¢Haa�00oz�¢O¢OwcnO TANK r N I r I m CU-2 nnST wHOLDINGTANKF I MASH TAN r-1 1/2"o HW / �2" o G ii 2 �6 G 1 1 /4"�i G 1 1 /4"4� G Z 1 1 /2"o G /� z `� 1 1/2" H&CW DN 1 1/2"o HW 0 LLJ > - - - O 2" o G TO EYEWASH - AC-1 P AC-2 ! l 1 1/2"v G1 1/2" CW P-5 r 1 3/4 CW I STORAGE w I1 1/2"o CW I 1 1/2" o CW TO WC 1-1 H&CW CAP FOR FUTURE 26 I p 3/4oCW n--- - I # - 1 1/2"o G , �— I� -3/4" o - - - P-3 p.,q I P-1 z 3/4"o HW 1"a CW 1/2"a, CWr C7 3/4"o HW _ 1 1/2"o HW MASH PREP 1 1/2"o CW AREA I P-2 L 21_ I � C9 1 /2" o CW I K4> J P-6 O VIEWING 3/4" o CW P-2 La. i,�'�y�� `- ROOM ---�' P-1 1"oC �- �� 1"oCWDN I I TO WC 3/4� HW P-1 1/2' o HW UH-5 1/2" o CW RTU-1 P-3 UH-6 , 3", P-2 -- IA PIPES BELOW 3/4" o CW SLAB SINK (FUTURE) i I- U O C W z J TASTING ROOM U) 22 1 f- 0 0 U) U Q F- o LLry z 2 0 O z J F- L0 U W n O W a M T- - I� m OM -�' O LL ro O r CD m O m m w 1 FIRST FLOOR PLUMBING PLAN COLD WATER & HOT WATER z a w W P-2 3/16" = V-0" J = LL U) 0 U C� O MZ_ _: CW 0N G t� W J �- 0- Q w 00 V- U ry ai z W J WEn3: U) SHEET NUMBER: P-2 RTU 125 MAIN GAS UNIT HEATER 50 CFH GAS PIPING ISOMETRIC DIAGRAM N.T.S UNIT HEATER 50 CFH i \ \ \ MIXING VALUE I I \ r—EXPANSION TANK WATER METER BACK I / FLOW PREVENTER J REFER TO SITE PLAN I � - I / / FUTURE SINK AND 1" /' / CAP / ICEMAKER PIPING \ \ jam- / 1 WATER HEATER - - - i 1� 3/4" CAP WC J- I 1 /2" I \ \ LAV y f ( ` 3 BAY SINK LAV P-2 WATER HAMMER ( I P-1 WC t I I / L / 1 —3/4" 3/4" y YYY P-1 WC I SINK P-3 P-2 LAV HW & CW ISOMETRIC DIAGRAM N.T.S ICEMAK (FUTUR SANITARY & VENT ISOMETRIC DIAGRAM N.T.S \\ 4" V UP THROUGH ROOF 2 4" PIPES TO SEPTIC TANK -CO v Z j F- J Z OOW w JQ LLW�=� F- (q J� LL x Q 0 oF-QzaairxWM uoi� mFZ��pWOZ�oUmpp� c QQ wIzWxzQFzn�zo o000��0[rO�>'JZxZ m wa�jww}wwxQ��¢�m o FO Z W. j 88 �WOJjw�}Q} m Z 0 Q Q wZOxZOxJN�U~ h mz�2z0}gzi`OOQQW�O_ Uu)2 mw ow jyu) QQKx0oDZM> Lij CC O n D O W oO Q ZmwfizoQtx-woo xz2 w w Jxx OQ�Z ZF-Qwz)N F - QF-n. EL 00z3: oxcnO } m w Q 0 z O N z > O w a U m w 0 0 J U) 0 U u- O H Lr) U w O o -0 ti m 0 M Q LL � (0 U N � O) � o o ¢ m m w z Q a?' w C Q U LL. tV 0 U) Z Q LL �z U W Z ai z0 w ��LL SHEET NUMBER: P-3 PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE TYPE HOT WATER COLD WATER WASTE SAN VENT WATER CLOSET (FLUSH VALVE) - 1" 4" 2" WATER CLOSET (TANK TYPE) - 1/2" 4" 2" URINAL - 3/4" 2" 1 1/2" LAVATORY 1 /2" 1/2" 1 1/2" 1 1/2" SINK 1/2" 1/2" 1 1/2" 1 1/2" ELECTRIC WATER COOLER - 1/2" NOTE: 1. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 1 1/2" 1 1/2" BRASS CLEANOUT PLUG WITH COUNTER SUNK HEAD. FINISHED GRADE 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. 1/8" C.I. BEND C.I. WASTE LINE. LENGTH TO SUIT WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUTS TO GRADE (COTG) CLEANOUT DETAIL NOT TO SCALE POLYSTYRENE RIGID FOAM INSULATION 18" LONG. LAP PIPE INSUL. TO POLY INSUL. PIPE 16" LONG X 20 GA. STAINLESS STEEL INSULATION SADDLE - HANGER INSULATE PIPE SUPPORT NO SCALE -- MAY EXTEND AS WASTE OR VENT -- PLUGGED TEE WITH CLEANOUT CHROME WALL PLATE FLOOR SLAB -� AND SCREW WALL 0 p \ ° > 0 D J 0 D D O 17 O D O D O - 1/8 BEND - CI SOIL PIPE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT NOT TO SCALE JI SIZE: AS N DRAWING CAST IROP BRANCH PLUMBING SYMBOL TABLE SYMBOL —�� DESCRIPTION BALL VALVE OR FIXTURE STOP �- 1- CHECK VALVE RPD - V1 BACKFLOW PREVENTER XI- WALL HYDRANT SHOCK ARRESTER WATER METER FIXTURE TRAP WALL CLEANOUT �J OO FLOOR CLEAN OUT PIPE TURNING DOWN PIPE TURNING UP n TEE W/ PIPE TURNING UP TEE W/ PIPE TURNING DOWN SOIL & WASTE PIPE VENT PIPE COLD WATER PIPE DOMESTIC HOT WATER PIPE DOMESTIC HOT WATER RETURN GAS PIPE — — — — - — - - - - — - - - - - - - G- - •G- - g'iROD ig un THREADED -•r LOCKING NUT LOCKING NUT •�'ii�► I ADJUSTABLE ■�� -ADJUSTABLE em, i NI INSULATING MATERIAL PIPE CHILLED WATER PIPE ADJUSTABLE CLEVIS ADJUSTABLE CLEVIS HANGER HANGER INSULATION • •- PROTECTION •.. INDOOR HANGERS ARE GALVANIZED OUT DOOR HANGERS ARE STAINLESS STEEL. NO SCALE HILTI SHIELD TOP OF SLAB --- -T B ATR RING HANGER HUNG CLG SLAB TYPICAL SECTION NOT TO SCALE m w ry FLOOR SLAB \ JOSAM 8770 (SATIN FINISH) ACCESS DOOR, WITH CAST BRASS CLEANOUT PLUG DOOR TO BE ALIGNED BOTH VERTICALLY & HORIZONTALLY WITH MASONRY COURS DETAIL OF CLEANOUT ACCESS DOOR ON WALL NOT TO SCALE FLOOR CLEANOUT (DO NOT USE IN CARPETED AREAS) d ^ ° a° ad d a COMBINATION WYE AND 1/8 BEND SLOPE CN_F*aGt•70NI FLOOR CLEANOU I NOT TO SCALE WALL PIPE SLEEVE NOT TO SCALE ''MIPLUI I1vFA UKE SCHEDULE TAG # DESCRIPTION MODEL # MANUFACTURER ACCESSORIES, REMARK S W V CW HW P-1 HANDICAP WATER CLOSET, 17"" HIGH, FLOOR MOUNTED TANK TYPE, SIPHON ACTION K-3754-0 KOHLER COMPANY CLOSED FRONT SEAT AND COVER, ANGLE STOP" 4" - 2" 1-1/4" P-2 HANDICAP LAVATORY, VANITY TOP, VITREOUS CHINA-H.C. MOUNTING HEIGHT PER ARCH PLANS K-2214-0 KOHLER COMPANY DRAIN/TRIM INSULATION KIT, TRUEBRO MODEL 102", FAUCET AMERICAN STANDARD - 2" 1 1/2" 1/2" 1/2" P-3 LUSTERTONSE SINGLE BOWL SINK, 25"x21" LRAD252155 ELKAY MANUFACTURING CO. FAUCET AMERICAN STANDARD 2" 1 1/2" 1/2" 1/2" P-4 SERVICE SINK G1548023 DURASTONE WHITE G6979892 AMERICAN STANDARD 2" 1 1/2" 3/4" 3/4" P-5 EYE WASH S19224 EYEWASH BRADLEY 1 1/2" 1 1/2" 1 1/2" 1 1/2" P-6 3- BAY SINK BY OWNER 2" 1 1/2" 3/4" 3/4" FD FLOOR DRAIN #1373 WADE INSTALL JR SMITH 2699 FOR ALL FLOOR DRAINS (SEE NOTE 1) 3" - - - FD1 FLOOR DRAIN W/ CONDENSATE DRAIN #1373 WADE W/ EF4 FUNNEL ATTACHMENT 3" - - - HB NON FREEZE HOSE IBIBB WATTS - - - - NOTE: ALL FIXTURES SHALL BE APPROVED BY FRANCHISE PRIOR TO ORDERING THEM. PLUMBING FLOOR DRAIN / CLEANOUT SCHEDULE SUGGESTED SYMBOL FIXTURE TYPE MANUFACTURER/ L SOIL DESCRIPTION NOTES: MODEL NUMBER HOT COLD OR VENT CO CLEANOUT ZURN ALL NICKEL BRONZE WITH POLISHED SCORIATED 2 MODEL Z-14561C-SW COVER, SUPPLY WITH SPANNER WRENCH. SIZE AS INDICATED ON FLOOR PLANS CLEANOUT ZURN DUCO CAST IRON CLEANOUT WITH ROUND, ADJUSTABLE SCORIATED 2 FLOOR TYPE MODEL SECURED NICKEL BROZE TOP. GASKET TYPE SEAL WITH BROZE CLOSURE FCO ZN-1400-HD PLUG. SUPPLY WITH FLASHING FLANGE WITH FLASHING CLAMP, VANDAL -VP -BP -KC -NH PROOF, POLISHED BRONZE TOP.SIZE AS INDICATED ON FLOOR PLANS CLEANOUT ZURN DUCO CAST IRON CLEANOUT AND DOUBLE FLANGED HOUSING WITH 2 FINISHED MODEL Z-1474-VP-G HEAVY DUTY, SECURED SCORIATED CAST IRON COVER WITH LIFTING FGCO GRADE TYPE -NH DEVICE. BRONZE TYPE PLUG. SUPPLY WITH VANDAL PROOF TOP. SIZE AS INDICATED ON FLOOR PLANS CLEANOUT ZURN DUCO CAST IRON CLEANOUT TEE AND COUNTERSUNK PLUG WITH 2 WALL TYPE MODEL CHROME PLATED, BRONZE ROUND FRAME AND SECURED COVER. WC01 ZB-1446-BP-VP PROVIDE WITH VANDAL PROOF SCREWS AND POLISHED BRONZE FRAME WCO2 ZB-1447-BP-VP- AND COVER. SIZE AS INDICATED ON FLOOR PLANS. HB-SP-TX MODEL 1447-BP-TX: FACE OF WALL - TILE, MASONRY, DRY WALL MODEL 1447-BP: FLUSH WITH WALL - PLASTER, WET WALL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. ALL HANDICAP ACCESSIBLE FIXTURES SHALL BE MOUNTED IN ACCORDANCE WITH ADA SPECIFICATIONS WHERE IDENTIFIED ON THE ARCHITECTURAL AND PLUMBING DRAWINGS. 2. ALTERNATE MANUFACTURERS SHALL BE AS FOLLOWS: AREA, PLANTER, FLOOR DRAINS, FLOOR SINKS: JOSAM, MIFAB, WADE, WATTS, ZURN FLOOR, WALL CLEANOUTS: MIFAB, WADE, WATTS, ZURN TRAP PRIMER: MIFAB, WATTS, ZURN WATER HEATER SCHEDULE SYMBOL SUGGESTED HEATER FUEL MIN./MAX INLET BTU INPUT STORAGE RECOVERY VENT WATER CONN. ELECTRIC MANUFACTURER/HEATER TYPE LOCATION FLOW GAS CAP. IN GPH @ SIZE SPECIFICATIONS / REMARKS MODEL NUMBER TYPE PRESSURE "W.C. AND (GAL.) 120°F RISE INLET/ VOLT PHASE AMPS C/B SIZE OUTPUT OUTLET HWH STATE HEAT S REFER ELECTRIC 4" W.C. - - - -- 2" 208 3 25.8 30A HEAT PUMP PUMP TO DWG MIN. (DYNAMIC) INLET HPX-50-DHPT120 10.5" W.C. 2" MAX. (STATIC) OUTLET 4" W.C. MANIFOLD PRESSURE I = INDIRECT S = STORAGE JLESS STEEL ITCHEON FASTENED ALL (TYP) INSULATION L PIPE SLEEVE PRESSURE RELIEF VALVE CONCRETE BOL 48" MINIMUM HE (TYPICAL FOR 4; NEW GA_ _ BURIED, FROM GAS v MAIN IN STREET BY SITE UTILITIES CONTRACTOR. 4 TYPICAL GAS METER INSTALLATION DETAIL P-4 SCALE = N.T.S. - - ^ -, NEW GAS MAIN, RUN THROUGH WALL, AND RISE UP, RUN TIGHT TO STRUCTURE EXPOSED TO EQUIPMENT BY PLUMBING CONTRACTOR. 9AIN, JGH V O Z z O a O N �w Q V O J W U Q 0x� Z off o m w Q w m w N J N -J M N N w U J ss U) LL 0 N F_ Z J I-. J O O O_W w JQ U- � Q W O f- S oJ w p J .L =Q�p W O E Op �� p~= I 1�L 2 W 2 ~ J QF-Z_z0w ZQF00 OORZ0 m = �ORU�Op,,. >z �Z m m1to0mm}Z aw�Q�¢W¢u�in o N .��Q m HzzJ�Z�wOzp� �_ — WZUZO¢OO� WjzNKU N �}i=wQrn�m�mw� owwwwza< owQOwOZja 0 w OO¢zmm 2�o QFx-00Uo 2Zxo Kx �qf oQZZF-QWON H¢Faa_i000z3rQD¢D(KpO m w F- Q 0 O z vi I - co 0 2 U LL Z O t= L0 U w O w a .- -o I,- m 0 N rn � o V om w Z Lu Q tw- W —j 0 Q m M t,0 a 0 0 J uj 0 0 Z_ 00 J H � w J a. U) SHEET NUMBER: P-4 TIMER (MOTOR) MOUNTED ON WALL DUPLEX, GFI OUTLET PROVIDED AND INSTALLED BY ELEC. CONTRACTOR APPROVED TYPE VACUUM BREAKER, SET MIN. 6" ABOVE SINK FLOOD RIM ELEVATION. GREASE INTERCEPTOR, MECHANICALLY FASTENED TO FLOOR SLAB. GREASE CONTAINER 3"WASTE C� E U Z Z 00 O O N w O PLUMBING NOTES W Z c U o Q U` E o J O WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL CODES AND ORDINANCES N w HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL PERMITS, LICENSES AND PAY ALL Q w J W FEES REQUIRED FOR THE PROJECT. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS w v J N NECESSARY TO PROVIDE A COMPLETE PROJECT IN CONFORMANCE WITH DESIGN INTENT. � a THE PLUMBING DRAWINGS INDICATE THE GENERAL DESIGN INTENT AND ARRANGEMENT OF PIPES, EQUIPMENT, SYSTEMS, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN CHARACTER ¢ a AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. COORDINATE DIMENSIONS, MEASUREMENTS, EQUIPMENT LOCATIONS, LEVELS. ETC. FROM THE ARCHITECTURAL DRAWINGS AND EQUIPMENT TO BE FURNISHED. PIPING MAY BE RELOCATED OR u^�,u P.R.V. (IF OFFSET FOR PROPER CLEARANCES. DEVIATION FROM DRAWINGS MUST HAVE THE ENGINEER'S " v ' REQ'D) APPROVAL. GAS SUPPLY-, z ° f -GAS COCK o o w w Q COORDINATE PLUMBING WORK WITH OTHER TRADES. COORDINATE CEILINGS CAVITY w w 0. 0 o ¢ J J !L T j - ISOLATION BALL G t` SPACE CAREFULLY WITH OTHER TRADES. BRING ANY CONFLICTS TO THE ATTENTION OF o � a z a = w d Ed r �' VALVES l THE ENGINEER. cnF.z-oo� zxu-om(no� t CONNECT TO 0 o z x x w w x w o KITCHEN FAUCET WITH 8"CENTERS I I (TYPICAL) EQUIPMENT FIELD MEASURE FOR MATERIALS OR EQUIPMENT REQUIRING EXACT FIT. NO EXTRAS w- o � 9 - w o w w o ° } 3i z z XH 1�/ IIuII I. >ww5-w x__ ¢u��n f " Y I I X1t Z,W -za=i_-a-�w YmE � BY OTHERS, 1/2'H&CW PLUMBING WILL BE GIVEN FOR CONTRACTOR'S FAILURE TO FIELD COORDINATE. � o _ � � o a � r � � � � J CONNECTIONS BY PLUMBING zZz��z�x zO-o.— CONTRACTORTO EACH FAUCET. S - -- 6 LEG—,, 11'`°¢ow}�~��~oww� �ZU °2 0— NKU-� _ (TYPICAL FOR 3) °v:2!wwoaz0z�°�zU'cn4 UNION PLUMBING CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED IN °o o w w w z o } o ow ¢ w o zo u CWAND HW SUPPLY PIPING, woodw 02R <I-�n =� ACCESSIBLE LOCATIONS. EQUIPMENT SHALL INCLUDE (BUT NOT BE LIMITED TO) VALVES, SHOCK E Z = w °w � E o a Z z, a W H- PIPING NOTE: SEE PLANS FOR SIZING. ABSORBERS, TRAPS, CLEANOUTS, AND DRAIN POINTS IF REQUIRED FOR BETTER ACCESSIBILITY. ¢ a J o o z a ¢ o c ALL EXPOSED PIPING CAP OVAB FURNISH ACCESS DOORS IF REQUIRED. MINOR DEVIATIONS FROM DRAWINGS MAY BE ALLOWED SHAL BE CHROME PLATED CAP TO PROVIDE FOR BETTER ACCESSIBILITY. ANY CHANGES SHALL BE APPROVED BY THE n TYPICAL BRANCH AND RUNOUT ENGINEER. 3 COMPARTMENT SINK BY OTHERS, PLUMBING CONNECTIONS BY PLUMBING CONTRACTOR. CONNECTION TO SINK DRAIN AND CONTINUOUS WASTE BY PLUMBING CONTRACTOR FINISHED FLOOR GREASEINTERCEPTOR: FURNISH AND INSTALL (1) THERMACO "BIG DIPPER" MODEL W-200-IS OR ENGINEERED APPROVED EQUAL. UNIT SHALL BE BRIGHT FINISH, TYPE 304 STAINLESS STEEL, AUTOMATIC SELF-CLEANING GREASE AND OIL RECOVERY SEPARATOR FOR FLOOR MOUNTED INSTALLATION, RATED AT 20 GALLONS PER MINUTE PEAK FLOW, 53.4 POUNDS OF GREASE CAPACITY AND INCLUDING AS AN INTEGRAL PART OF THE UNIT, 1 ROTATING GEAR HYDROPHOBIC WHEEL ASSEMBLY FOR AUTOMATIC GREASE/OIL REMOVAL, AN INTEGRAL FLOW CONTROL DEVICE, SELF REGULATING ENCLOSED ELECTRIC IMMERSION HEATER, VESSEL VENT, INTEGRAL GAS TRAP, INTEGRAL PROGRAMMABLE, 24 HOUR MULTI -EVENT TIME CONTROL, FIELD REVERSIBLE MOTOR LOCATION, FIELD REVERSIBLE GREASE/OIL SUMP OUTLET ET PIPE, QUICK TICK RELEASE QTAIXII Gcc QTMIZA I In I n11YLLVV V 1 LLL LIV CLAMPS, GASKETTED AND FULLY REMOVABLE 304 SST LID WITH SAFETY SWITCH., HINGED LIFT OUT STRAINER ACCESS, INTERNAL SST STRAINER BASKET, SEPAREATE GREASE/OIL COLLECTION CONTAINER. ELECTRICAL REQUIREMENTS: 115VAC/60HZ/1 ❑, 1500 WATTS, 13 AMPS. TYPICAL THREE COMPARTMENT KITCHEN SINK WITH GREASE INTERCEPTOR AND UNDERCOUNTER DISHWASHER INSTALLATION DETAIL NU bUALL PIPING INSTALLATION DETAIL NO SCALE DOMESTIC BUILDING SERVICE TO STUB IN BUILDING BY SITE CONTRACTOR. WORK BEYOND FOR DOMESTIC WATER SERVICE BY P.C. CONFIRM QUANTITY AND SIZE OF SERVICE LINES WITH SITE DRAWINGS SERVICE ENTRY RISER NO SCALE INSULATION SCHEDULE PRESSURE REDUCING VALVE SET AT 60 PSI. WILKINS SERIES 300 3" WITH GAUGE REDUCED PRESSURE TYPE BACKFLOW PREVENTER w—BYPASS WATER SERVICE METER PIPE INSULATION PIPE FITTING, VALVES, SYSTEM PIPE SIZE TYPE INSULATION FLANGES -INSULATION REMARKS THICKNESS TYPE DOMESTIC COLD MINERAL FILTER, ASJ, MOLDED,PRE-FORMED WATER ALL SSL MINERAL FIBER PVC TYPE 1 _ JACKET MINERAL FILTER, ASJ, MOLDED,PRE-FORMED DOMESTIC HOT WATER ALL SSL MINERAL FIBER PVC TYPE 1 JACKET DOMESTIC WATER FLEXIBLE UNDERGROUND & IN ALL ELASTOMERIC, 0'-1" ARMAFLEX SLAB INSTALLATION CLOSED CELL MINERAL FIBER, ASJ, MOLDED,PRE-FORMED CONDENSATE DRAINS ALL SSL MINERAL FIBER PVC TYPE 1 - - - ---- l - JACKET _ SANITARY FD TRAP MINERAL FIBER, ASJ, MOLDED,PRE-FORMED TYPE 1 - INCLUDE ALL MINERAL FIBER PVC 10 FT HORIZONTAL IN MECH. ROOM SSL JACKET RUN CELLULAR CELLULAR ALUMINUM JACKET EXTERIOR PIPE ALL GLASS(FOAM GLASS) 0-2 GLASS(FOAM GLASS) AND HEAT TRACE 1. FIBERGLASS INSULATION: THERMAL CONDUCTIVITY .22 TO .28 BTUXIN/HXFTX'F W/100F MEAN TEMP. THICKNESS BASED ON ASHRAE 90.1.2007, TABLE 6.8.3 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 3. ALL EXPOSED INDOOR PIPINGITUBING AND FITTINGS WITHIN OCCUPIED SPACES, CORRIDORS, MECHANICAL ROOMS AND OTHER NON -CONCEALED LOCATIONS SHALL BE FITTED WITH PVC FITTING COVERS AND PVC PIPE COVERS FROM THE FLOOR LEVEL TO 12' ABOVE THE FINISHED FLOORS, PLATFORMS, AND MEZZANINES, PVC FITTING AND PIPE COVERS SHALL BE 25/50 FLAME AND SMOKE SPREAD RATED. COVERS AND JACKETING COLOR TO BE SELECTED BY ARCHITECT, PROVIDE TEMPLATE OF JACKET COLORS FOR THEARCHITECT'S REVIEWARCHITECT'S REVIEW. 4. ALL ELBOWS, CONCEALED OR EXPOSED, SHALL BE INSULATED WITH PRE-MOLED, FACTORY FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY AS MANUFACTURED BY HAMFAB OR APPROVED EQUAL. ALL ELBOW; CONCEALED OR EXPOSED, SHALL BE COVERED WITH PVC FITTING COVERS, PVC FITTING COVERS SHALL BE 25/50 FLAME AND SMOKE SPREAD RATED. COVER COLOR TO BE SELECTED BY ARCHITECT. PROVIDE TEMPLATE OF JACKET COLORS FOR THE ARCHITECT'S REVIEW. 5. DIAPER AND LOOSE FILL STYLE INSULATION ON PIPE FITTINGS IS NOT ACCEPTABLE. ELBOWS WITHOUT PVC COVERS ARE NOT ACCEPTABLE. 6. ALL OUTDOOR PIPING/TUBING SHALL BE FITTED WITH A PRE -MANUFACTURED ALUMINUM JACKET PRODUCT. 0.024" ALUMINUM JACKET LOCATION OR SLIP-ON TYPE JACKETING TO BE COVERED WITH ACRYLIC COATING ON THE OUTER SURFACE AND A BAKED EPDXY MOISTURE BARRIER ON THE INNER SURFACE. MANUFACTURER SHALL BE SIMILAR TO CHILDERS PRODUCTS, DIVISION OF ITW; METALJACKETING SYSTEMS. ALL EXPOSED JOINTS IN THE JACKET PRODUCT SHALL BE INSTALLED IN SUCH A WAY AS TO PREVENT THE INFILTRATION OF MOISTURE AND WATER. 7. ALL BURIED PIPING/TUBING SHALL A PRE -MANUFACTURED PIPE/INSULATION SYSTEM. REFER TO SPECIFICATIONS FOR REQUIREMENTS. TYPICAL GAS CONNECTION DETAIL SPLICING I I CEMENT N 9 1/16" 4" VERIFY EXISTING ROOF VENT PIPE DETAIL 1►C01&YfL140 PLUMBING CONTRACTOR SHALL PROVIDE THE GENERAL CONTRACTOR WITH THE EXACT AMOUNT OF ACCESS DOORS, WALL OPENINGS, ROOF OPENINGS, OR ANY OTHER CONSTRUCTION REQUIREMENTS NEEDED TO ACCOMMODATE EQUIPMENT. LOCATIONS OF THESE OPENINGS SHALL BE SUBMITTED IN SUFFICIENT TIME TO BE INSTALLED IN THE NORMAL COURSE OF NORK. PLUMBING CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS OF APPROVED MECHANICAL EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. PROVIDE VIBRATION ISOLATORS PER MANUFACTURER'S STANDARDS FOR MOTOR DRIVEN EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE. PLUMBING VENTS THROUGH THE ROOF SHALL BE MINIMUM OF 1U-0" FROM ALL OUTSIDE AIR INTAKES AND A MINIMUM OF 5'-0" FROM OUTSIDE WALLS. PROVIDE WATER HAMMER ARRESTORS AT THE END OF EACH BATTERY OF PLUMBING FIXTURES. I FIE OVVIVERS AIVD EIVGIIVEERS ARE NU I RESPONSIDLE FOR I HE CON I FIX, I OR S SAFE I Y rMr_L,AU I IOIVS OR FOR MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. ALL PLUMBING EQUIPMENT AND FIXTURES SHALL BE SUPPLIED BY OWNER UNLESS OTHERWISE NOTED. PROVIDE SHOP DRAWINGS FO ALL MAJOR EQUIPMENTS. --- ROLLED COPPER COUNTER FLASHING 1" DOWN PIPE -- VENT PIPE - COPPER FLASHING BOOT MINA8" SQUARE, RUN UP 10" MASTIC AT EDGES OF ROOFING FELTS TWO PLIES OF ROOFING FELT PLUMBING LEGEND GM GAS METER WM WATER METER — - COLD WATER PIPING — - — - — HO I WA ILK PIPING ° ° HOT WATER HEATER --DQ-- VALVE FAUCET PIPE AND FITTING SCHEDULE PIPE FITTING DESCRIPTION SIZE REMARKS ! ABBREV. DESCRIPTION TYPE SCHEDULE TYPE RATING SOIL, WASTE AND VENT _ AWWA AMERICAN WATER ABOVE GROUND ALL CI -NH SV CI SV - WORKS ASSOCIATION CI CAST IRON - - -- - - - - - -- CLDI CEMENT -LINED SOIL, WASTE AND VENT ALL CI-H&S SV Cl SV - DUCTILE IRON CHLORINATED ABOVE GROUND _ CPVC POLYVINYL CHILORIDE CUS WROUGHT DOMESTIC COLD WATER 2-1/2" AND WITHIN BUILDING BELOW COPPER TYPE L CUS STD HARD TEMPERED DI DUCTILE IRON DIMJ DUCTILE IRON DOMESTIC HOT WATER 2-1/2" AND PIPING BELOW COPPER TYPE L CUS STD HARD TEMPERED MECHANICAL JOINT GES GROOVED END STEEL DOMESTIC COLD WATER GJ GROOVED JOIN SYSTEM WITHIN BUILDING 3" AND LARGER COPPER TYPE L GJ MJ HARD TEMPERED FITTINGS/COUPLINGS GS GALVANIZED STEEL TYPE L GJ MJ HARD TEMPERED DOMESTIC HOT WATER 3" AND LARGER COPPER H&S HUB AND SPIGOT MJ MECHANICAL JOINT PIPING MIT MALLEABLE IRON NON -PORTABLE WATER PURPLE TINTED(WARNING: THREADED PIPING ALL CPVC - CPVC - NON -PORTABLE WATER DO NOT NO HUB W/HEAVY DRINK NH DUTY 4-BAND HUSKY - - _ CUS STD HARD TEMPERED PEX CLAMP PEX PIPING DOMESTIC HOT WATER ALL COPPER TYPE L PF STD PRESSURE FITTINGS STANDARD RECIRCULATION PIPING INDIRECT WASTER AND i CONDENSATE PIPING ALL COPPER TYPE L CUS STD HARD TEMPERED STL-BLK SV BLACK STEEL SEAMLESIc DOMESTIC HOT & COLD SERVICE WEIGHT WATER PIPING WITHIN ALL PEX NO JOINTS ALLOWED BELOW SLAB - TJ WE THREADED JOINTS RI IT WELD BUILDING, BELOW SLAB DOMESTIC WATER SERVICE_ 2-1/2" AND C()FT TFflAPEPEn _ KIO JOINTS PIPING BELOW COPPER TYPE K CUS STD ALLOWED BELOW SLAB DOMESTIC WATER SERVICE PIPING DIMJ 250 3" AND LARGER CLDI CLASS 52 TYPE L FORCE MAIN(ABOVE 2" AND BELOW COPPER CUS STD GROUND) FORCE MAIN(ABOVE GS PF,TJ GROUND) ABOVE 2" _ GES - GJ FORCE MAIN(BELOW 4" AND BELOW DI SV DI MJ GROUND) NO JOINTS ALLOWED BELOW SLAB TRAP PRIMER PIPING ALL PEX NOTE: NO -HUB OR TRANSITION COUPLINGS ARE NOT PERMITTED BELOW GRADE, BELOW SLABS OR BURIED IN CONTACT WITH EARTH. w Q 0 O Z ~I U 01 ry 0 w z J_ I- 2 U o O W _ U Q O LL w z i = Q O Z '7 w J H Lo U w O w a r- -o t- Ib O M (1) — U_ � m U N Q' rn � o U) o Q m m � w Z J w U LL U) 0 o v W J W U) 0 z Q U) J H ~ LU w 0 w x rn SHEET NUMBER: P-5 P. E 0 U a a) -a cu m 1 ca w LO ry JI z w U =I U w co 0 ti iu 0 O J (D ry W, \/Ai vp gr,N�ni ii p v / 0 L_ v L_ \.! V/ I 1 L_ IV V L_ L_ TYPE ABBREVIATIONS DESCRIPTION SIZE REMARKS GATE GLOBE CHECK BALL PLUG BALAN CLASS ABB. DESCRIPTION DOMESTIC COLD BALL VALVE COMPRESSED WATER 2" AND SMALLER GVT GLVT CVT BVT - - 125 PSI - BVA AIR-3-PIECE, 800 PSI, FULL PORT, BRONZE BALL VALVE DOMESTIC HOT WATER 2" AND SMALLER GVT GLVT CVT BVT - CBV 125 PSI - BVF FLANGED -FULL PORT, BRONZE BALL VALVE MEDICAL - DOMESTIC COLD 2-1/2" AND LARGER GVF - CVF - - - 125 PSI - BVM CLEANED FOR OXYGEN WATER SERVICE, 3-PIECE, 600 PSI, FULL PORT, BRONZE DOMESTIC BALL VALVE THREADED-2- HOT WATER 2-1/2" AND LARGER GVF - CVF - CBV 125 PSI - BVT PIECE, FULL PORT, 400 PSI, BRONZE BACKFLOW 3/4" TO 2" - - - BVT - - 125 PSI - CBV CALIBRATED BALANCING PREVENTER - CVF VALVE, BRONZE CHECK VALVE BACKFLOW 2-1/2" & UP GVF - - - - - 125 PSI PREVENTER FLANGED-IBBM _ CVT. CHECK VALVE THREADED -BRONZE GVF GATE VALVE THREADED -BRONZE GVT GATE VALVE THREADED -BRONZE GLVT GLOVE VALVE THREADED -BRONZE SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO-WAY NORMALLY PLUG VALVE CLOSED, SOLENOID VALVE: ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) PGVF FLANGED-AGA APPROVED PLUG VALVE PGVT THREAED-AGA APPROVED PRODUCTS INCLUDED IN THIS SECTION SHALL BE 'LEAD FREE' IN ACCORDANCE WITH THE REQUIREMENTS OF THE'REDUCTION OF LEAD IN DRINKING WATER ACT' PLUMBING SYMBOL LEGEND 4 THERMOMETER PRESSURE GAUGE. WATER HAMMER ARRESTER STRAINER -'Y' TYPIE P-TRAP Q Q 30 U ROOF DRAIN 0 FLOOR DRAIN FLOOR SINK SHOWER HEAD TRAP PRIMER UNION ©P II �j GAS COCK y ® BALANCING VALVE I� BALL VALVE Ir BUTTERFLY VALVE CURB GATE VALVE. & BOX BACKWATER VALVE CHECK VALVE Pal Y�P�I BACKFLOW PREVENTER (DOUBLE CHECK VALVE TYPE) BACKFLOW PREVENTER ASSEMBLY (RPD W/ DRAIN PIPING) THERMOSTATIC MIXING VALVE C� SOLENOID VALVE GATE VALVE - - GAS VALVE (BALL (DR PLUG) OUTSIDE SCREW 8, YOKE (OS&Y) GATE VALVE VALVE IN PIPE DROP VALVE IN PIPE RISER ANGLE VALVE L' d] �� WALL HYDRANT (VV.H.) or HOSE BIBB (H.B.) WATER PRESSURE: REDUCING VALVE (* = PSI SETTING) GAS PRESSURE REGULATOR p� DRAIN TEMPERATURE & PRESSURE RELIEF VALVE (T&P) C� WATER METER GAS METER CIRCULATOR PUMP ® ADA ACCESSIBLE FIXTURE OVERFLOW STORM - WALL OUTLET SOME OF THESE SYMBOLS MAY NOT BE USED THERMOSTATIC MIXING VALVE SCHEDULE SYMBOL SUGGESTED LOCATION SYSTEM MINIMUM MINIMUM DESIGN FLOW RATE MAX. ACTUAL FLUID MANUFACTURER SERVED FLOW FLOW FLOW (GPM) DIFF. DIFF. TEMPERATURE MODEL RATE RATE RATE @ 5 PSI PRESSURE PRESSURE (DEG. F) NUMBER" ARMSTRONG FIRST FLOOR I I GPM` GPM GPM DIFF PRESSURE 36 — TMV 140°F HW 2 2 58 — 110°F "RADA" JAN. ROOM MAXIMUM, MODEL 40 120°F HW THERMOSTATIC MINIMUM MIXING TO FIXTURE VALVE NOTES: * MINIMUM FLOW RATE WHEN VALVE IS INSTALLED AT OR NEAR THE HOT WATER SOURCE WITH RECIRCULATED TEMPERED WATER AND CONTINUOUSLY OPERATING CIRCULATING PUMP. ** APPROVED ALTERNATE MANUFACTURER'S: BRADLEY, LAWLER, LEONARD, POWERS, SYMMONS ALL MANUFACTURER'S VALVE SHALL MEET ASSE 1016, 1017, AND 1070 STANDARDS ALTERNATES SHALL MEET AND EXCEED SPECIFIED PRODUCT'S PERFORMANCE. REMARKS THERMOSTATIC MIXING VALVE (TMV) SHALL BE OF BRASS CONSTRUCTION WITH STAINLESS STEEL INTERNAL OPERATING MECHANISM. TMV SHALL HAVE 1-1/2" NPT INLETS WITH INTEGRAL SPRING LOADED CHECK VALVES AND REAR FACING MIXED WATER OUTLET. TMV SHALL BE EQUIPPED WITH REMOVABLE TEMPERATURE ADJUSTMENT KEY WITH LOCKSHIELD FOR SINGLE TEMPERATURE LOCK OUT CAPABILITY. TMV SHALL BE CAPABLE OF CONTROLLING MIXED WATER TEMPERATURES +/-2°F AT FLOW RATES BETWEEN 2 AND 72 GPM AND SHALL HAVE THE CAPABILITY TO REDUCE OUTLET FLOW TO SEEPAGE PRIOR TO A 57 TEMPERATURE RISE/FALL IN THE EVENT OF A FAILURE OF EITHER INLET SUPPLY. TMV SHALL. BE CAPABLE OF DELIVERING A MIXED WATER TEMPERATURE THAT IS WITHIN 18°F OF EITHER INLET SUPPLY TEMPERATURE. TMV SHALL HAVE DUAL THERMOSTATS FOR INCREASED ACCURACY AND TO PROVIDE REDUNDANCY IN CASE OF INDIVIDUAL THERMOSTAT FAILURE. TMV SHALL BE COMPLIANT WITH ASSE STANDARD 1017 AND CSA B125 AND SHALL BE SO CERTIFIED AND IDENTIFIED. ALL AS RADA 40 SUPPLIED BY ARMSTRONG INTERNATIONAL INC., THREE RIVERS, MI, OR OTHERWISE APPROVED EQUAL. PLUMBING GENERAL NOTES PLUMBING GENERAL NOTES 1. THESE GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING DRAWINGS. 2. DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT OF WORK, SEE DETAILS, SCHEDULES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. PLUMBING CONTRACTOR MUST REVIEW DRAWINGS OF THE OTHER TRADES AS PART OF THIS CONTRACT FOR ADDITIONAL WORK REQUIRED AND OR COORDINATION OF HIS WORK FOR OPERATIONS OR CONNECTIONS TO OTHER SYSTEMS. 4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION OF KITCHEN EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: SINKS, FAUCETS, TRAPS,TAILPIECES, GAS COCKS, PLUMBING CONTRACTOR MUST REVIEW THE KITCHEN DESIGN DOCUMENTS AND SPECIFICATIONS AS PART OF THIS CONTRACT FOR ADDITIONAL WORK AND OR COORDINATION REQUIRED. 5. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL SERVICES TO HVAC EQUIPMENT INCLUDING BUT NOT LIMITED TO: GAS SUPPLY PIPING, CONDENSATE PIPING, COLD WATER SUPPLY PIPING, DRAINS, AND CONNECTIONS TO AC UNITS, BOILERS, ETC. ALSO, DEVICES REQUIRED INCLUDE BACKFLOW PREVENTERS, REGULATORS, UNIONS, TRAPS, AND SHUT-OFF VALVES REQUIRED FOR THIS EQUIPMENT. REFER TO HVAC DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATION. 6. THE PLUMBING CONTRACTOR SHALL PROVIDE PIPE EXPANSION JOINTS ON PIPING PASSING THRU ALL BUILDING EXPANSION JOINT LOCATIONS AS REQUIRED PER BUILDING CODES WHETHER OR NOT SHOWN ON DRAWINGS. REVIEW ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT BUILDING EXPANSION JOINT LOCATIONS AND EXPANSION DIMENSIONS. 7. ALL PLUMBING VALVES INSTALLED ABOVE CEILINGS SHALL BE PROVIDED WITH ACCESS PANELS (WHERE APPLICABLE) AND 1/2"DIA. "DOT" VALVE INDICATORS WHERE VALVES ARE LOCATED. COLORS ARE AS FOLLOWS: GREEN: COLD WATER BLUE: HOT WATER VERIFY VALVE IDENTIFICATION STANDARDS AND REQUIREMENTS WITH OWNER IN THE FIELD. 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL AT ALL QUICK -CLOSING VALVES (FLUSH VALVES, SOLENOID VALVES, ETC.) WATER HAMMER ARRESTORS. WATER HAMMER ARRESTORS SHALL BE PROVIDED ON ALL BRANCH LINES SERVING NEW FIXTURES. EXISTING ARRESTORS ON BRANCH PIPING SERVING FIXTURES THAT ARE TO BE MAINTAINED SHALL HAVE THESE ARRESTORS VERIFIED, CHECKED, AND REPLACED IF NOT FULLY OPERATIONAL. REFER TO THE PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONTRACTORS THE ROUTING AND INSTALLATION OF PLUMBING SYSTEMS TO AVOID CONFLICTS BETWEEN PLUMBING AND THEIR WORK. THE CONTRACTOR SHALL LOCATE ALL EXISTING PIPING, DUCTWORK, CONTROLS, ETC. AND COORDINATE WITH NEW WORK BEING DONE. 10. THE LOCATION OF ALL EXISTING PIPING SHOWN ON THE FLOOR PLANS IS BASED ON THE BEST AVAILABLE INFORMATION. 11. ALL VENT RISERS SHALL BE OFFSET AS REQUIRED TO CLEAR ROOF STRUCTURES, DUCTWORK, AND/OR MECHANICAL UNITS ON THE ROOF. THE PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION OF VENT RISERS WITH OTHER TRADES WORK AND TYPE/PITCH OF ROOF IN THE FIELD. ALL VENT RISERS SHALL BE A MINIMUM OF 12'-0" FROM ANY OPENING IN ROOF AND MECHANICAL ROOF TOP UNITS. ALL VOID SPACES BETWEEN VENT RISER AND STRUCTURE SHALL BE FILLED WITH INSULATING MATERIAL. VENT STACK SHALL BE A MINIMUM 4"DIA. PENETRATION THROUGH ROOF. THE PLUMBING CONTRACTOR SHALL INSTALL INCREASER WHEN VENT IS 2" OR SMALLER. 12. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE SUPPLY PIPE. A 100 COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE GALVANIZED STEEL PIPE. 13. ALL STEEL PIPE JOINTS SHALL BE WELDED 2 INCHES AND LARGER. WELDERS SHALL BE CERTIFIED AND ALL WORK SHALL BE IN ACCORDANCE WITH ASTM, AWS, API, MIL, ANSI, AND ASME STANDARDS. 14. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI/MSS SP-58 REQUIREMENTS OF STANDARD PRACTICE FOR PIPE HANGERS AND SUPPORTS - MATERIALS, DESIGN, AND MANUFACTURER. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. 15. PORTIONS OF GAS PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS, OR RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN ABOVE CEILING LOCATIONS. 16. A VERTICAL CHASE ENCLOSING A GAS PIPE RISER SHALL BE VENTILATED AT THE TOP DIRECT TO THE OUTDOORS IN ACCORDANCE WITH NFPA 54, SECTION 3.5.3. VENT SHALL NOT BE PROXIMAL TO ANY BUILDING OPENING. 17. ALL GAS VENTS FROM PRESSURE RELIEF OR PRESSURE REGULATING DEVICES SHALL BE PIPED THE FULL OUTLET SIZE AND SHALL BE FITTED WITH AN AGA APPROVED FITTING WITH INSECT SCREEN. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. 18. ALL BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR SIDES OF THE HORIZONTAL LINES AND NOT FROM THE BOTTOM. 19. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED TOGETHER. 20. INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN ACCORDANCE WITH NFPA 54 AND ALL STATE AND LOCAL CODE REQUIREMENTS. MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD OF 2 HOURS. 21. G.C. TO PROVIDE COORDINATION DRAWINGS WITH OTHER TRADES TO ENSURE ALL TRADES ARE COORDINATED. PLUMBING PIPING LEGEND *011_91T%Ny:9 7 HOT WATER - - - — - - - HOT WATER RECIRCULATION —140°F------- HOT WATER 140°F — 140°F - - - HOT WATER RECIRCULATION 140' F — 85°F — - - — - - — TEPID HOT WATER 85° F WASTE, SANITARY OR SOIL WASTE, SANITARY, SOIL BURIED ST STORM ST STORM BURIED OST OVERFLOW STORM - - - - VENT GAS GAS (NATURAL OR LPG) DIRECTION OF FLOW ® - -- -- - WS - - WATER SERVICE (7 PIPE DOWN PIPE DROP PIPE RISE FORCED MAIN FM PIPE GUIDE or SLEEVE PIPE EXPANSION FITTING (AT BLDG. EXP.JOINTS) VIBRATION ISOLATION FITTING E PLUGGED OR CAPPED PIPE -I CO CLEANOUT O�I WCO WALL CLEANOUT —OO) FCO FLOOR CLEANOUT SOME OF THESE SYMBOLS MAY NOT BE USED v U z Z O O0 W O 'O U) w @ J p w �_ z o6 :_ t L Q w J LLl N J � v wU E u)10 N U) H a w Q®r. o N .J z J Z OOw W �Q LL W O Q J J OFaz...w,-.R wow. 0, F- tAWWg w,'Tq FZ-0z-m-O0 050�-n0,02 00Q>-J90QQzo 2 K N m Z d= N a W Y m K ow W, 6SOE-< z2i2za¢iz0Q 02W oWkc�i ��z(1) Z =z3:,D �Dowaz2�Woo,0020QO =¢=a00Z¢�F-F- CL � 00 �W U) m ry J U) 0 U LU O 3 U w 3 O w a � m M (1) � LL O � O � o Q o F- U O U) 0 z_ 2 F- O 0 Q O L1_ w 0 z w J 0 L0 m 0 w O z z -wi edLu U L% fA G U SHEET NUMBER: P-6 L/ O 7 _ U W o v 4'-0"x2'-0" LOUVER US z @ ~ c U o WITH BIRD Q c7 o 1"� ST SCREEN PROVIDE (2) 3" COMBUSTION w a 1 1/4" o ST ,\ AIR INTAKE AND EXHAUST z .5 W /-2-8x12" DUCT ON 12" STATE WATER Q w J II, J I- 3" o ST ABOVE F.F. HEATER -I i . 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O HWH-1 HOLDING TANK UH-3 UH-4 UH-2 F & T _l } OOw w J F& T 3"S L� , TRAP N z B zQ TRAP / - 3" m ST O -3/4"� CR LL ='o a d d LL 11 ¢� W Z p~= LL= W j J v� F O 3/4 fi CR PROVIDE4" w��>ww�ww=�zw¢� o I-O z wtn 0 Q w H Z RU��JQ m -: CONCRETE PAD C =���v'mz° wYm� TO PROCESS HEAT FOR INSTALLATION OF BY OTHERS REFER i BOILER REFER TO ABBREVIATION U - z = o .. _...--- _moo__>m I zZZ-��zpxzO��ocn�F= w U Q Z LL} LL~ O W h Z N U J ti ST-STEAM PIPING »aoo��o�wap� n Jmw� OwwwwZaao Oit I==' �Opw9i O PLUMBING D'VVGS. 2" 0 uvv �10" DIA FLU MANUFACTURER "---' '- I CR-CONDENSEATION RETURN I o o > a w � o p = u� a x� UP THRU INSTRUCTION TANK DISTILLERY 3/4"� CR 24 �owoo�Z�oa��rnoN ROOF r=-aI_aa�ooQz�az¢omuC -_- STORAGE m cu-2 i 2s i PROVIDE 6" HOLDING w CONCRETE PAD- TANK i Q CU-1 4 12"x6" o STILL (4) 4" 0 CPVC PIPE UP THROUGH M TANK 12"x6" z ,d THE ROOF FOR COMBUSTION AIR C-3 � C-1 C-2 ; O REF. PIPE SIZE PER 12"0 FLUE UP THROUGH THE ROOF \ VDT F-j (3) 8' PROPELLER �-1 t T�-1 o ...T.. . ,. ,.. H . . MANUFACTER VVI I rl esHSE UAI' AINU rLA%jt iNU---- ��D` 1 1 11 H a - EMERGENCY BOILER JAC-1 'y _ � �- 1 v PROVIDE 12"x12" LOUVER SHUT OF 18"x12'1 I I I -AC-2 j WITH BIRD SCREEN------ CREEN - - - - w 18"x12" I i -- -- ®— 18"x12" I � i L... ... .__ . 11 it EF-1 _._._ ..._._ I .. 18 x12 .__....._111 _.........---......-.._........._.... .. _.. _ ._..__.............__ . _._ -- - " R2-1200 W - )I I I I 1011x8'1 I I 10"x6' 18 x12 24'x24" z X y�..a. S2-270 ao S2-300 ti� '4�C .,• �;�; 12"x12" o E2-100� b 12"x12° x _ S2-300 V1, N.G S2-270 I - _-_I- --- I_. ----1 _. i : 11 11 ROOM 12"x12° 12"x12" i. 12 x12 (125� I 14"x8 I --- 11 " e. k- i oo PROVIDE G)2 3" COMBUSTION (_-----t--- --......_-}- ...._.. �---- R2-1200..--< �J---� -----....-....-..-.-...... _ _..._._- .._-7-------- -_-_ _ x �IRInITOICONnGXUAIICT-- H �''✓i:.°'�: 12°X6" I I 24"X24" E2-lUU I MASH PREP I � _ 12"x12" c AREA 11 " -4.. � .,.. - - - - -- - -� x----. 2 �_ x . . 12 x6 i cfl UH-5 S2-270 S2-270 S2-120 VD E2 100 " " " 11 - 11 11 12"x12" _ ____ UH-6 12x12 12x12 i 10x10 --- S2-300-- S2-300- I _ s I ----- 26"x14" • i i 12 x12" RTU-1 - ..---- ----.._._....�.... _ ___.L _...__..._.. � � i I 26"x14" 1i 16" o t P _ ._..._............_....- ................ _...... _. U-------------- -- ......_.......................... (o C� - -- AND R1-2400 \ RETURN 2411)Q4" "- -PROVIDE 3" COMBUSTION AIR SUPPLY Iv�l VD \_m Ix1 INTAKE AND EXHAUSTVA _ CONCRETE PAD 11 ` 11 11 PROVIDE 6 u 18 x12 F.A. INTAKE j LOUVER WITH BIRD SCREEN ... -...__._....-......... ---- - - � >s cO W z ® TASTING VD ® .I ROOM VD 22 (V (V i Q O LL ry Z 2 VD VD O Z W -I F- Lo Lm VD VD 3 10"o I 1>Q 10" o I- a - — _ p S1-300 S1-300 LL ti o Cl N <Y 16"x8" 16"x8" r �I o TYPICAL o m o w I1,1 Lu � ui � U /�_1� FIRST FLOOR HVAC PLAN M-1 3/16" = V-0" Qz J � 1 v O J w F- w LL SHEET NUMBER: M-1 PERFORMANCE SPECIFICATION SECTION 15800-HEATING, VENTILATING, AIR CONDITIONING 1.01 SCOPE OF WORK WORK UNDER THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT, TRANSPORTATION AND OTHER INCIDENTALS NECESSARY TO FURNISH, INSTALL AND TO CONSTRUCT ALL HVAC SYSTEMS INCLUDING: - COOLING UNITS - HEATING UNITS - REF. PIPING - SHEET METAL WORK - DUCT INSULATION - ROOF TOP UNITS - REGISTER - TESTING, BALANCING AND ADJUSTING - EXHAUST SYSTEMS CEILING FANS - CONDENSING UNITS - TESTING, BALANCING AND ADJUSTING 1.02 SUBMITTALS ISSUE 4 COPIES OF MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS AND SHOP DRAWINGS FOR ALL ITEMS OF THE HVAC EQUIPMENT FOR APPROVAL. 1.03 CODES THE FOLLOWING CODES AND STANDARDS SHALL APPLY TO THIS WORK: ASTM A120, STEEL PIPE ASTM B 88, COPPER TUBING ANSI H23.1 STANDARDS FOR COPPER TUBING ANSI B31.1 CODE FOR PRESSURE PIPING NEMA NCI MOTOR GENERATOR STANDARDS NEMA DC1 STANDARDS FOR TEMPERATURE CONTROLS NFPA-90A AIR CONDITIONING AND VENTILATING SYSTEM NFPA-91 BLOWER AND EXHAUST SYSTEMS 2003 IBC W/2005 CT AMENDMENTS 2003 INTERNATIONAL MECHANICAL CODE 1.04 ELECTRICAL REQUIREMENTS THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MOTORS FOR EQUIPMENT SPECIFIED HEREIN IF NOT SUPPLIED AS PART OF EQUIPMENT. MOTORS UP TO 1/2 HP SHALL BE 115 VOLT, SINGLE PHASE. MOTORS 1/2 HP AND OVER SHALL BE 208 VOLT, 3 PHASE. MOTORS SHALL BE GENERAL ELECTRIC, WESTINGHOUSE, OR ALLIS CHALMERS. ALL MOTORS SHALL BE 40 DEGREE C RISE, BUILT IN ACCORDANCE WITH A.I.E.E. STANDARDS. ALL CIRCUIT BREAKERS AND FUSED DISCONNECT SWITCHES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. STARTERS WITH AUXILIARY CONTACTS SHALL BE FURNISHED FOR ALL 3 PHASE MOTORS SUPPLIED UNDER THIS CONTRACT. ALL AIR EQUIPMENT OF 2000 CFM AND LARGER SHALL BE SUPPLIED WITH SMOKE DETECTORS INSTALLED IN THE DUCTWORK AS REQUIRED BY NFPA 90A PAR. 4-3. WIRING OF THESE DETECTORS SHALL BE A PART OF THIS MECHANICAL CONTRACT. 2.01 SHEET METALWORK DUCTWORK: DUCTS SHALL CONFORM WITH THE FOLLOWING TABLE: GAUGE SIZE TRANSVERSE JOINTS BRACING 26 0 THRU 12" S OR DRIVE @ T-10" NONE 24 13" THRU 30" STANDING S @ T-10" 1"X1"X1/8" @ 4'-0" 22 31" THRU 42" REINFORCED STANDING OR POCKET @ T-10" O.C. 20 OVER 42" DRIVE OR POCKET 1"X1"X1/8" @ 2-0" HOOD DUCT MINIMUM DUCT GAUGES FOR DUCTWORK ABOVE SUSPENDED CEILINGS SHALL BE AS FOLLOWS: CONDITION A: FLOOR ASSEMBLY WITH SUSPENDED ACOUSTICAL CEILING PANEL MINIMUM GAUGE - 22 CONDITION B: ROOF ASSEMBLY WITH SUSPENDED ACOUSTICAL CEILING PANEL MINIMUM GAUGE - 24 CONDITION C: FLOOR ASSEMBLY WITH SHEETROCK CEILING MINIMUM GAUGE - 24 CONDITION D: ROOF ASSEMBLY WITH SHEETROCK CEILING MINIMUM GAUGE - 20 FLEXIBLE DUCTWORK, WHEN SHOWN, SHALL BE WIRE REINFORCED FIBERGLASS WITH GRAY VINYL OUTER JACKET AND POLYETHYLENE INNER LINER. ALL SUPPLY AIR AND RETURN AIR DUCTWORK SEAMS AND SLIPS SHALL BE SEALED AIRTIGHT WITH 3M TYPE EC800 SEALER, HARDCAST, DUCTCAULK, OR EQUAL SEALER, AS APPROVED BY THE ENGINEER. 2.02 FIRE DAMPERS (IF SPECIFICALLY SHOWN) FURNISH AND INSTALL UNDERWRITER'S LABORATORIES APPROVED AND LABELED FIRE DAMPERS AT EACH PENETRATION OF FIRE ENCLOSURES. INSTALL FIRE DAMPERS AT AL CEILING SUPPLY AND RETURN GRILLES, REGISTERS AND DIFFUSERS IF REQUIRED. FIRE DAMPERS SHALL BE OF A TYPE WHERE FULL DUCT OPENING IS OBTAINED WITH THE BLADES NOT STORED WITHIN THE NORMAL DUCT DIMENSIONS. DAMPERS SHALL BE RATED FOR AT LEAST THE SAME FIRE RESISTANCE AS THE OPENIN THROUGH WHICH THEY PASS. ALL DAMPERS SHALL CONFORM TO NFPA BULLETIN NO. 90A. 2.03 AIR OUTLETS ALL RATED REGISTERS, GRILLES AND DIFFUSERS SHALL BE WHITE FINISH WITH OPPOSED BLADE DAMPERS TYPE. NON -RATED TYPE SHALL BE EQUAL TO THE FOLLOWING: DIFFUSERS CARNES SKSA, ANEMOSTAT OR METALAIRE TRANSFER GRILLES CARNES RSLAH, ANEMOSTAT OR METALAIRE RETURN REGISTERS CARNES RTLAH, ANEMOSTAT OR METALAIRE EXHAUST REGISTERS CARNES RTLAH, ANEMOSTAT OR METALAIRE SUPPLY REGISTERS CARNES RTDHA, ANEMOSTAT OR METALAIRE 2.06 INSULATION ALL SUPPLY AND RETURN DUCTWORK OUTDOORS, EXPOSED TO WEATHER, SHALL BE INSULATED WITH 1" THICK 6 LB DENSITY RIGID FIBERGLASS BOARD ATTACHED TO DUCT. APPLY 2-1/8 INCH THICK COATS OF BREATHER MASTIC AND, WHILE STILL WET, IMBED A LAYER OF GLASS FABRIC WITH ALL JOINTS LAPPED 2" MINIMUM AND OVER WITH THIRD COAT OF BREATHER MASTIC 1/8" THICK. SUPPLY AIR DUCTWORK, AND OUTDOOR INTAKE DUCTWORK SHALL BE INSULATED WITH 1-1/2 INCH THICK FLEXIBLE DUCT WRAP WITH STABLE STITCHED GRAY VINYL JACKET. 2.07 HEATING/COOLING UNITS FURNISH AND INSTALL HEATING/COOLING UNITS OF THE SIZE AND CAPACITY SCHEDULED ON THE PLANS. SEE DRAWING FOR SPECIFIC DATA EACH UNIT SHALL BE FULLY PREWIRED, INCLUDING STARTERS AND DISCONNECT SWITCHES, REQUIRING ONLY A POWER AND THERMOSTAT CONNECTION. HVAC UNITS SHALL BE PROVIDED WITH CENTRIFUGAL FAN, DX COIL, HEATING SECTION AND FILTERS. UNIT SHALL BE COMPLETE IN ALL RESPECTS WITH DRAIN PAN, MOTOR, SUSPENSION ARRANGEMENTS, THERMAL EXPANSION VALVES AND FAN INTERLOCKS WITH SMOKE DETECTORS IF REQUIRED. CONDENSING UNITS SHALL BE WEATHERPROOF GROUND MOUNTED UNITS WITH SEER OF AT LEAST 10.0 UNITS SHALL BE PROVIDED WITH EXTERNAL SERVICE VALVES FOR REFRIGERANT TUBING CONNECTIONS AND SHALL BE MATCHED TO THE SELECTED FAN/COIL UNIT. UNITS SHALL HAVE STANDARD 1 YEAR WARRANTY ON PARTS WITH AN ADDITIONAL 4 YEARS FOR THE COMPRESSOR. EACH UNIT SHALL HAVE ITS FILTERS REPLACED WITH A SET OF CLEAN FILTERS AT THE TIME OF FINAL ACCEPTANCE OF THE WORK. IN ADDITION, PROVIDE A SET OF SPARE FILTERS FOR EACH UNIT. 3.01 SHEET METALWORK DUCTWORK SHALL BE FABRICATED AND ERECTED AS REQUIRED TO COMPLETE THE WORK. IF IT IS DEEMED ADVISABLE BY THE CONTRACTOR TO CHANGE THE LOCATION OF ANY DUCT OR DIMENSION THEREOF FROM THAT SHOWN ON THE DRAWINGS, THE CHANGE SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT, AND HIS APPROVAL RECEIVED. SHEET METAL WORK SHALL BE FABRICATED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS AS SET FORTH BY ASHRAE AND SMACNA. FLEXIBLE CONNECTIONS: ALL DUCT CONNECTIONS TO FAN DRIVEN UNITS SHALL BE MADE WITH A FIREPROOF FLEXIBLE DUCT CONNECTOR. 3.02 INSTALLATION DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF WORK TO BE INSTALLED. RUN AND ARRANGEMENT SHALL BE APPROXIMATELY AS INDICATED, SUBJECT TO MODIFICATIONS AS REQUIRED TO SUIT CONDITIONS AT BUILDING, TO AVOID INTERFERENCE WITH WORK OF OTHER TRADES, OR FOR PROPER CONVENIENT AND ACCESSIBLE LOCATION. RUN DUCTS CONCEALED IN WALL CHASES, RECESSES, PIPE SHAFTS, AND ABOVE CEILINGS. DO NOT PERMANENTLY CLOSE UP, FURR IN, OR COVER WORK BEFORE EXAMINATION AND TEST. 3.03 EQUIPMENT SUPPORT THIS CONTRACTOR SHALL PROVIDE METAL AND OTHER BASES AND SUPPORTS NOT PART OF THE BUILDING FOR ALL EQUIPMENT AND ERECT ALL STRUCTURAL SUPPORTS OF PROPER SIZE, TYPE AND STRENGTH THROUGHOUT WHEREVER NECESSARY. THE MATERIAL SHALL BE COMPLETE AND MUST BE APPROVED BY THE ENGINEER 3.04 PROTECTION THIS CONTRACTOR SHALL TAKE PARTICULAR CARE TO PROTECT ANY FINISHED WORK FROM INJURY OR DEFACEMENT AND MUST REMEDY AT HIS OWN EXPENSE ANY INJURY CAUSED THERETO BY HIS OPERATIONS OR THE OPERATIONS OF ANY OTHER CONTRACTORS. THIS CONTRACTOR SHALL PROVIDE SUITABLE PROTECTION OF ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT WHILE STORED AT THE JOB SITE AND AFTER INSTALLATION. THIS PROTECTION SHALL BE SUITABLE TO GUARD EQUIPMENT ITEMS AGAINST DAMAGE FROM THE WEATHER OR FROM CONSTRUCTION ACTIVITY. SUCH PROTECTION SHALL NOT BE REMOVED UNTIL DIRECTED BY THE ENGINEER THE INTERIOR AND EXTERIOR OF ALL DUCTS, PIPING AND EQUIPMENT, SHALL BE KEPT IN A CLEAN CONDITION, FREE FROM DIRT AND DEBRIS. ALL PIPING, DUCT, AND EQUIPMENT ITEMS SHALL BE THOROUGHLY CLEANED BEFORE THE START-UP OF ANY EQUIPMENT OR SYSTEMS. ALL SUPPLY AND RETURN OPENINGS SHALL BE COVERED WITH PLASTIC UNTIL ALL SYSTEMS ARE READY FOR FINAL OPERATION IN ORDER TO KEEP AIR SYSTEMS FREE OF DIRT AND DUST. 3.05 GUARANTEES ALL PARTS OF THE INSTALLATION ARE TO BE GUARANTEED IN WRITING BY THIS SUBCONTRACTOR TO BE FREE FROM DEFECTS, MANUFACTURE AND INSTALLATION FOR A PERIOD OF ONE YEAR FROM THE DATE OF WRITTEN ACCEPTANCE OF THE ENTIRE BUILDING BY THE ARCHITECT. THIS CONTRACTOR SHALL REPLACE, WITHOUT CHARGE TO THE OWNER, ANY PART OR PARTS OF PIPING AND EQUIPMENT, AND ALL LABOR AND MATERIALS REQUIRED, WHICH FAILS DUE TO SUCH CAUSE OR CAUSES DURING THE GUARANTEE PERIOD. THIS CONTRACTOR AND THE MANUFACTURER SUPPLYING EACH UNIT OF EQUIPMENT SHALL GUARANTEE SAME TO BE OF A CAPACITY AND CAPABLE OF PERFORMANCE AS REPRESENTED BY THE MANUFACTURER. THE MANUFACTURER'S WRITTEN GUARANTEES, WHERE SUCH GUARANTEES EXTEND BEYOND THE ONE YEAR LIMIT STATED HEREIN SHALL BE DELIVERED TO THE ARCHITECT FOR TRANSMITTAL TO THE OWNER. 3.06 SLEEVES AND OPENINGS L THIS CONTRACTOR SHALL KEEP HIMSELF FULLY INFORMED AS TO THE SHAPE, SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR HIS EQUIPMENT AND SHALL GIVE FULL INFORMATION TO THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS SUFFICIENTLY IN ADVANCE. HE SHALL FURNISH ALL SLEEVES, SUPPORTS, ETC., SO THAT THE GENERAL CONTRACTOR MAY BUILD THE SAME IN PLACE. IN THE CASE OF FAILURE G OF THIS CONTRACTOR TO NOTIFY THE GENERAL CONTRACTOR ALL REQUIRED CUTTING AND PATCHING WILL BE DONE BY THE GENERAL CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. 3.07 ACCESS PANELS FURNISH ACCESS PANELS OF SUFFICIENT SIZE TO FACILITATE SERVICING WHERE DAMPERS, OR SHUT-OFF VALVES ARE CONCEALED IN NON -ACCESSIBLE SPACE. PANEL SHALL BE MILCOR STYLE "AT" FOR PANELS IN ACOUSTICAL TILE AREAS, STYLE "AP" FOR PANELS IN PLASTER WALLS AND CEILINGS, AND STYLE "M" FOR PANELS IN MASONRY OR TILE WALLS AS MANUFACTURED BY INLAND STEEL PRODUCTS CO., L.N. WALSH CO., MIAMI CAREY, OR EQUAL. ALL PANELS SHALL BE FURNISHED WITH A SHOP PRIME COAT OF PAINT. LOCATIONS OF ALL ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. PANELS SHALL BE INSTALLED BY THE CONTRACTOR IN WHOSE SURFACE THE PANELS OCCUR. 3.08 RECORD DRAWINGS THIS CONTRACTOR SHALL MAINTAIN AND SUBMIT RECORD DRAWINGS, ON WHICH SHALL AT ALL TIMES, CLEARLY AND COMPLETELY SHOW THE ACTUAL INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION. WHEREVER THE WORK WAS INSTALLED OTHER THAN AS SHOWN ON THE CONTRACT DRAWINGS, SAID CHANGES SHALL BE INDICATED ON THE "AS -BUILT" PRINTS. ANY ADDENDA SKETCHES AND SUPPLEMENTARY DRAWINGS ISSUED DURING THE COURSE OF CONSTRUCTION SHALL ALSO BE INCORPORATED ON THE "AS -BUILT' PRINTS. THE "AS -BUILT" DRAWINGS SHALL BE KEPT UP TO DATE AND BE AVAILABLE TO THE ARCHITECT FOR INSPECTION AT ALL TIMES. UPON RECEIPT OF APPROVAL OF THE "AS -BUILT" DRAWINGS, PHOTO REPRODUCTIONS OF THE ORIGINAL TRACINGS ON MYLAR TRANSPARENCIES SHALL BE REVISED TO INCORPORATE ALL THE CHANGES ON THE "AS -BUILT" DRAWINGS. THESE REPRODUCIBLE TRANSPARENCIES SHALL BE CERTIFIED AS CORRECT AND DELIVERED TO THE ARCHITECT ALONG WITH TWO (2) SETS OF BLACK LINE PRINTS AS "RECORD DRAWINGS". ALL COSTS RELATIVE TO THESE RECORD DRAWINGS SHALL BE PAID BY THIS CONTRACTOR. 3.09 RUBBISH REMOVAL AT THE COMPLETION OF EACH DAYS WORK, THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES, ALL RUBBISH OR WASTE MATERIAL BELONGING TO HIM. 3.10 TESTING AND ADJUSTING ALL EQUIPMENT AND APPARATUS NECESSARY FOR TESTS, ADJUSTMENTS, AND RECORDINGS SHALL BE FURNISHED BY THIS CONTRACTOR. ALL DEFECTS DISCLOSED BY TESTS SHALL BE RECTIFIED, WITHOUT ADDITIONAL COST TO THE OWNER. IN THE CASE OF THE EXHAUST AND AIR SUPPLY SYSTEMS, ALL EQUIPMENT, DUCT SECTIONS, AND ACCESSORY APPARATUS SHALL BE TESTED AND BALANCED TO DELIVER AIR WITHIN 5 % OF THE QUANTITIES SPECIFIED ON THE PLANS BY AN APPROVED, EXPERIENCED BALANCING ENGINEER WHOSE BUSINESS IS THE BALANCING OF AIR SYSTEMS. ALL TESTS SHALL BE APPROVED BY THE ENGINEER AND SHALL REVEAL THE RECORD INFORMATION IN ACCORDANCE WITH THE FOLLOWING TABLE OF REQUIREMENTS. - FAN OR UNIT NAME OR NUMBER - DESIGN STATIC PRESSURE - ACTUAL STATIC PRESSURE - DESIGN CFM -ACTUAL CFM - SIZE OF GRILLE IN INCHES AND SQUARE FEET - GRILLE VELOCITY IN RPM - DESIGN CFM PER GRILLE - ACTUAL CFM PER GRILLE CONTRACTOR SHALL SUBMIT FOUR (4) COPIES OF TEST REPORTS TO THE ENGINEER FOR APPROVAL. 3.11 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS THIS CONTRACTOR SHALL GIVE DETAILED INSTRUCTIONS PRIOR TO THE COMPLETION OF THE WORK, TO THE RESPONSIBLE PERSONNEL DESIGNATED BY THE OWNER IN THE OPERATION AND MAINTENANCE OF ALL WORK INSTALLED UNDER THIS CONTRACT. A LETTER WITH TWO COPIES CONTAINING THE NAME OF THE PERSON OR PERSONS TO WHOM THE INSTRUCTIONS WERE GIVEN AND THE DATES OF THE INSTRUCTION PERIOD SHALL BE SUBMITTED TO THE OWNER NO LATER THAN THE COMPLETION OF THE PROJECT. IN ADDITION, THIS CONTRACTOR SHALL PREPARE AND SUBMIT TWO SETS OF MANUFACTURER'S CATALOGS, INSTRUCTIONS AND OTHER SIMILAR DATA, INCLUDING THE NECESSARY PHOTOGRAPHIC CUTS, DIAGRAMS, VALVE CHARTS AND THE LIKE, COVERING ALL MECHANICAL AND MANUALLY OPERATED EQUIPMENT AND DEVICES FURNISHED AND/OR INSTALLED UNDER THE HVAC SUBCONTRACT. THIS MANUAL SHALL CONTAIN ONLY THAT INFORMATION WHICH SPECIFICALLY APPLIED TO THIS PROJECT, AND ALL UNRELATED MATERIALS SHALL BE DELETED. DURING THE INSTRUCTION PERIOD, SPECIFIED ABOVE, THE MANUAL SHALL BE USED AND EXPLAINED. THE MATERIALS SHALL BE BOUND IN BOOK FORM AND INDEXED. DIFFUSER AND REGISTER SCHEDULE I MANUFACTURER BORDER CONSTRUCTION SYMBOL DUTY TYPE ___ NOTES MODEL NUMBER TYPE OBD FRAME BLADES TITUS S1 TMS SUPPLY D.D. -- STEEL STEEL STEEL 2,3 S2 TITUS SUPPLY D.D. - STEEL STEEL STEEL 2 R1/- -�-- TITUS RETURN OR R 7EI/E2 350 F EXHAUST S.W./C.G. -- STEEL STEEL STEEL 2,6,7 R1/R2 TITUS 350 F SUPPLY DUCTED - STEEL STEEL STEEL 2A � TYPES: S.W. - SIDE WALL S.W./C.G.-SIDE WALL OR CEILING C.C. - CUBE CORE L.F. - LOUVERED FACE P.F. - PERFORATED FACE D.D. - DIRECTIONAL DIFFUSER L.B. - LINEAR BAR L.S. - LINEAR SLOT NOTES: 1. SQUARE TO ROUND TRANSITION. 2. OPPOSED BLADE DAMPER. 3. DOUBLE DEFLECTION. 4. FACE VELOCITY 600 FPM MAX. 5. 35- DEFLECTION (FIXED). 6.45- DEFLECTION (FULLY ADJUSTABLE). 7. NC LEVEL NOT TO EXCEED 25. S. ALUMINUM BIRDSCREEN(3/4"X.051") 9. MODULATING DAMPING 10. W/RFV-BC BOOT DESIGNATIONS: SYMBOL i FLOW (CFM) NECK SIZE -- TYPICAL RDG NECK SIZE QTY. OF (ROUND OR __ _ SLOTS EQUIV. FLAT - OVAL) LINEAR SLOT MECHANICAL LEGEND DIFFUSER/GRILLE - SUPPLY Q� I GRILLE/REGISTER - RETURN GRILLE/REGISTER - EXHAUST ® ROUND METALIC DUCTWORK WITH DOWN REGISTER - ► AIR FLOW DIRECTION INDICATOR - SUPPLY -�� ► AIR FLOW DIRECTION INDICATOR - RETURN SUPPLY DUCTS METAL - - - RETURN DUCTS METAL v� FLEX DUCT (T) THERMOSTAT -- VD VOLUME DAMPER I_ -I - - MOTORIZED DAMPER MD AIR CONDITIONING UNIT SCHEDULE NOTE: PROVIDE DISC. SWITCH, STARTER SYMBOL MANUFACTURER MODEL NO. AREA SERVED CFM E.S.P. TONS PH VOLTS HEATING TYPE HEATING CAPACITY COOLING CAPACITY REMARKS HEATING INPUT HEATING OUTPUT TOTAL SENSIBLE AC-1 CARRIER 24ACC636A003 BOILER ROOM 1200 0.5 03 1 115 GAS 60000 58000 32.68MBH 24.13MBH AC-2 CARRIER 24ACC636A003 BOILER ROOM 1200 0.5 03 1 115 GAS 60000 58000 32.68MBH 24.13MBH RTU SCHEDULE NOTE: STARTER, DISC. SW DUCT MOUNTED SMOKE DETECTOR COOLING CAPACITY HEATING SUPPLY FAN SYMBOL Manufacturer MODEL NO. CFM Outdoor Air E.S.P. ENTERING AIR LEAVING AIR EVAP. FAN FLA COND. FAN FLA CFM (IN.) SENSIBLE TOTAL DB/WB DBNVB CAPACITY(MBH) EAT LAT H.P. FRPM VOLTS Phase RTU-1 Carrier 48HCED07A2A5-OA4C0 2400 1.25 56.79 74.74 80/67 58.1/57.2 73/103 60 99.7 2.16 733-949 208 8.4 17.5 UNIT HEATER SCHEDULE -STEAM AND GAS NOTE: PROVIDE DISC. SWITCH, STARTER Mark MANUFACTURER MODEL NO. HP FUEL TYPE HEATING INPUT(BTU/H) HEATING OUTPUT(BTU/H) TEMP RISE VOLTS UH-1 MODINE WB 246446 1/15 STEAM 47000 - 50 115 UH-2 MODINE WB 246446 1/15 STEAM 47000 -- 50 115 UH-3 MODINE HD-60 1/12 GAS 60000 49200 45 115 UH-4 MODINE H D-60 1 /12 GAS 60000 49200 45 115 UH-5 MODINE H D-60 1 /12 GAS 60000 49200 45 115 UH-6 MODINE HD-60 1 /12 GAS 60000 _ _ 49200 45 115 UH-7 MODINE HD-40 1 /12 GAS 40000 38400 45 115 U H-8 - EXHAUST FAN SCHEDULE NOTE: PROVIDE DISC. SWITCH, STARTER PROVIDE TIME CLOCK SYMBOL AREA SERVED TYPE MANUFACTURER MODEL NO. CFM S.P. RPM H.P. PH VOLTS SONES REMARKS EF-1 BATHROOM INLINE LOREN COOK IOOSQN17DEC 300 0.4 1217 1/4 1 115 5.5 PROPELLOR SCHEDULE NOTE: PROVIDE DISC. SWITCH, STARTER Mark RPM MANUFACTURER MODEL NO. H.P. PH VOLTS MAX. FUSE REMARKS C-1 191 BIG ASS FANS BASIC 6 1 1 208/230 8.8 8' FOR DIAMETER C-2 191 BIG ASS FANS BASIC 6 1 1 208/230 8.8 8' FOR DIAMETER C-3 191 BIG ASS FANS BASIC 6 1 1 208/230 8.8 8' FOR DIAMETER BOILER SCHEDULE NOTE: STEAM BOILER PROVIDE DISC. SWITCH, STARTER, GAS FIRED LOW WATER CUT OFF Mark MANUFACTURER MODEL NO. GROSS OUTPUT (I=B=R) GAS MBH BOILER HORSE POWER BURNER HP VOLTS B-1 SMITH 19A-5 575 725 17 POWER FLAME JR15A 1/2 HP-1 PHASE 120 (� o z Z o O� w o '2 U)w ��� Z �_ Q � E o ❑ W " z_ w a� ,u Qw m W N w J N J ,E w U N ((0 F- ¢ � 0 � II .,Illm w N tG'Y H z.wJF J .0 0, w JQ 2 2 F W J 0=Q ¢ JOW 0 0 oza�Fw� corn �lwWDZOWZQlma5mzoo 9RR2¢UFwwt-�0>--z z w0a�>ww�wjj t¢ z�:<jL-i-i m p W w w z- a=~ N¢ w�e CO HO�2-'Jy¢> 2zwz0¢ oowj0niwod �vo�izo�0ofz mz�mz)zZ 0pw-�d¢Z}aw 1-00 D=voiO r�owoo 00X2Eo¢�-jai mzmwaa'Jw 0¢�zzF-¢w H_< n-m . 00Uz3:¢:3¢Ow m w a 0 O z H tY O 07 ry 0 L1J z J_ W j O U) _ U C O LL. 0� III _ 0 O z W J 0 u7 V w O LL C) h U N � a rn c Q co o Q m m w o z Z J U Lu J U. I CO) ❑ ❑ U W W _! Z) Z Q �� �zU 00® ryQQ W U 0-LL wUUW -z � w = D- W W _I m SHEET NUMBER: M-2 i IL M M M M N ti O N GENERAL ELECTRICAL NOTES PROVIDE ALL LAMPS AS REQUIRED AND AS INDICATED ON PLANS WITH NECESSARY HANGERS, BRACKETS, FITTINGS, ETC. PROVIDE ALL WIRING AND CONNECTIONS FOR ALL MECHANICAL EQUIPMENT AS SHOWN ON PLANS, INCLUDING DISCONNECT SWITCHES FOR ALL EQUIPMENT AS REQUIRED BY NEC. ALL BRANCH ANS FEEDER CIRCUITS SHALL BE ARRANGED TO BALANCE THE LOAD ON THE PHASE AND SERVICE. ALL ELECTRICAL WORK SHALL CONFIRM TO 2011 NEC, NATIONAL STATE AND LOCAL BUILDING CODES. ALL MATERIAL AND EQUIPMENT SHALL CONFORM TO APPLICABLE UL AND NEMA STANDARDS. THE ELECTRICIAN SHALL CORDINATE HIS WORK WITH OTHER TRADES AND SHALL PROVIDE LABOR MATERIALS AND EQUIPMENT NECESSARY TO CONNECT ALL EQUIPMENT LIGHTING AND RECEPTACLES DESIGNED FOR THIS PROJECT. CONDUCTORS SHALL BE TYPE 'THHN/THWN' OR'XHHW, 600-VOLT STRANGED COPPER OR ALLUMINUM. CONDUIT, WHERE APPLICABLE SHALL BE EMT OR PVC CONDUIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY CLEARANCES AS REQUIRED BY THE MANUFACTURE OF THE EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMISSION OF SHOP DRAWINGS TO THE ENGINEER FOR HIS REVIEW AND APPROVAL. PART 3 - EXECUTION CORDINATION THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WORK OF OTHER TRADES MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. INSTALLATION OF RACEWAYS, CABLES AND FITTINGS. INSTALL MC CABLE AS ALLOWED BY CODE IN NEW AND EXISTING FRAMED WALLS & ABOVE SUSPENDED CEILINGS FOR LIGHTING & BRANCH CIRCUITS. WHERE CONDUIT IS INSTALLED CONCEALED IN WALLS OR ABOVE THE CEILING OR EXPOSED IN WORK AREAS PROVIDE ELECTRICAL METALLIC TUBING WITH SET SCREW TYPE FITTINGS. PROVIDE NECESSARY SLEEVES AND CHASES WHERE CONDUITS PASS THROUGH FLOORS AND WALLS AND PROVIDE OTHER NECESSARY OPENINGS AND SPACE ARRANGING FOR IN PROPER TIME TO PREVENT UNNECESSARY CUTTING IN CONNECTION WITH THE WORK. PERFORM CUTTING AND PATCHING IN ACCORDANCE WITH THE PROVISIONS FOR THE ORIGINAL WORK. WHERE CONDUIT IS EXPOSED, RUN PARALLEL TO OR AT RIGHT ANGLE WITH LINES OF THE BUILDING. INSTALLATION OF LIGHTING FIXTURES. INSTALL LIGHTING FXTURES COMPLETE AND READY FOR SERVICE IN ACCORDANCE WITH THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. WIRE FIXTURES WITH FIXTURE WIRING OF AT LEAST 50 DEGREES C RATING WHERE FIXTURE ARE MOUNTED IN CONTINUES ROWS. PROVIDE CONDUCTORS IN WIRING CHANNELS OF THE SAME SIZE AS THE CIRCUIT WIRES SUPPLYING THE ROW OF FIXTURES. INSTALL FLUORESCENT FIXTURES STRAIGHT AND TRUE WITH REFERENCE TO WALLS. INSTALL ALL LIGHTING FIXTURES, INCLUDING THOSE MOUNTED IN CONTINUOUS ROWS, SO THAT THE WEIGHT OF THE FIXTURE IS SUPPORTED. EITHER DIRECTLY OR INDIRECTLY BY SOUND AND SAFE STRUCTURAL MEMBER OF THE BUIILDING. USING ADEQUATE NUMBER AND TYPE OF FASTENINGS TO ASSURE SAFE INSTALLATION. LEGEND SINGLE POLE LIGHTING SWITCH THREE-WAY LIGHTING SWITCH $3 `GD LUTRON DIMMER SYSTEM LIGHTING SWITCH DUPLEX RECEPTACLE QUADPLEX WALL OUTLET DUPLEX GFI HEIGHT TO CENTER SPECIFIED WP DENOTS WEATHERPROOF BOX & COVER SMOKE DETECTOR - - SMOKE DETECTOR WITH SOUNDER BASE LOW VOLTAGE THERMOSTAT WIRING FOR HVAC UNITS FIRE ALARM EMERGENCY LIGHT FUSED DISCONNECT SWITCH FUSE SIZE MAY BE NOTED NON FUSED DISCONNECT SWITCH TIME CLOCK FOR OUTSIDE LIGHTING ELECTRIC PANEL GFI 44" �8 SB S CO O F ITC-1 ■� UTILITY POLE — RGS RACEWAY FOR RISER 10' GRADE % TX -UT r UNDERGROUND PRIMARY ELECTRICAL SERVICE RUN IN CONCRETE ENCASED FROM UTILITY TRANSFORMER TO THE UTILITY POLE. PROVIDE (1) 4"C. ACTIVE AND (1) 4"C. SPARE WITH PULL STRING.. CONCRETE PAD AND GROUNDING REQUIREMENT PER UTILITY COMPANY STANDARDS. PAD MOUNTED TRANSFORMER BY UTILITY COMPANY 4 # 600 KCMIL & 1 # 3 GND UNDERGROUND SECONDARY ELECTRICAL SERVICE RUN IN CONCRETE ENCASED FROM UTILITY TRANSFORMER TO THE SWITCHBOARD. PROVIDE (1) 4"C. ACTIVE AND (1) 4"C. SPARE WITH PULL STRING. PULL SECTION IF REQUIRED UTILITY CO. METER -I IN METER SOCKET 1 1/2" RACEWAY 3/4"C TO MAIN TELE ROOM 400A-3P 100% RATED MAIN C/B SHALL. BE INSULATED CASE TYPE C/B PROVIDE A STAINLESS STEEL TYPE ENCLOSURE PANEL DISTILLERY MASH PREP STORAGE FRAME SIZE P-1 P-2 P-3 (TYP.) - �225A 225A 125A 4 # 1/0 & 1 # 4 GND - -- - 1 POWER RISER DIAGRAM 2 BARRELHOUSE P-4 125A - 4#3&1#6GND I� I M .—_ cM = p )p U) )C) U) ) J J J p J Lo I � � I C) 400A, 208Y1120, 3-PHASE, 4W BUS C.T.s, P.T.s, AND FUSING AS REQUIRED FOR UTILITY COMPANY METERING GROUNDING ELECTRODE CONDUCTOR. CONFORM TO NEC. CONNECT TO: 1) STREET SIDE OF WATER METER, 2) CONCRETE ENCASED ELECTRODE, 3) BUILDING STEEL, 4) 3 GROUND RODS ,,--ALL BRANCH C/B'S IN SWITCHBOARD SHALL BE MOLDED -CASE ELECTRONIC TRIP SETTING TYPE WITH LONG TERM SHORT, INSTENTANEOUS (LSI) SETTING. (TYP.) MAIN SWITCHBOARD 400A, 208Y/120V, 3-PHASE, 4W SHORT CIRCUIT RATING: 100,000 A (FULLY RATED, SERIES RATING NOT PERMITTED) 0 0 Z Z o 0 Om Lu o E U) w ��@J Q o o J W _ Z°5 _mow Q LLl 9- co O �w U J C N co LL Q � O O N w ZL�u~ z O O W w J¢ LLW3�0 Q O wJ LL � o 0 y2wHO.�cZnW ZW0)m mQZ•0pO,:<Z, 2�jW°Wm� ZQmO a,W �2OzWN7< F- O�¢ �Z�o0}g000WSoWW� Zi (7JO¢(n F- �z u OtnJ(n cn ZN�a¢¢22Z�=7ZZ s2ow00¢Zm�2EZ<I=i:0 = z m x w OJ w w o¢� Z Z i- ¢ W H¢FaM 000Z3;:¢Z)¢0K m w Q u) z 5; O w U U) w 0 O z n: H I- C) 0 O U) 0 W Z J � 2 U j ® O U) _ V � Q � O LL w z J _ 0 O z w J C7 t= L0 c.� w O w a M N Cn 2 rn � o cn o Q m } m w O CLi Z Z U w Q tii w U u. N W cj� �— W O z� Q 06 UU� Q z w W F_ W C� Q � -I W w W_l� U) SHEET NUMBER: E-1 E 0 U a a� Ue E 0 s 00 Y 7 W LI r ry I qJ L.0 f— Z w U I 2 U w �I CM O ti (6 U O J O ry AC SCHEDULE MARK VOLT/PH FLA I BREAKER SIZE WIRE SIZE DISCONNECT _ it AC-1 120/1 10.6 20A-1 P 2#12&1#12GNDIN3/4"C 30A-1P AC-2 H 120/1 10.6 20A-1 P2 L211 & 1 # 12 GND IN 3/4"C 30A-1 P �— ..... CU SCHEDULE 7- _ MARK VOLT/PH FLA BREAKER SIZE WIRE SIZE DISCONNECT i CU-1 208/1 14.6 30A-2P 2 # 10 & 1 # 10 GND IN 1 "C 30A-2P � CU-2 208/1 14.6 30A-2P 2 # 10 & 1 # 10 GND IN1"C 30A-2P ------ - .._.._.------- ----- RTU SCHEDULE MARK VOLT/PH FLA BREAKER SIZE WIRE SIZE DISCONNECT II! RTU-1 208/3 26.4 50A-3P 3 # 8 & 1 # 8 GND IN 1 "C 60A-3P UNIT HEATER SCHEDULE MARK VOLT/PH FLA BREAKER SIZE WIRE SIZE DISCONNECT UH-1 120/1 2.8 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C TOGGLE UH-2 120/1 2.8 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C l TOGGLE I 120/1 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C rTOGGLE UH-3 4.1 120/1 UH-4 4.1 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C TOGGLE I' UH-5 I 120/1 4.1 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C F TOGGLE UH-6 120/1 4.1 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4 C TOGGLE EXHAUST FAN SCHEDULE MARK VOLT/PH FLA BREAKER SIZE WIRE SIZE DISCONNECT TOGGLE EF-1 120/1 0.434 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C PROPELLER FAN SCHEDULE MARK VOLT/PH FLA BREAKER SIZE 20A-2P WIRE SIZE DISCONNECT C-1 208/1 8.8 2 # 12 & 1 # 12 GND IN 3/4"C TOGGLE TOGGLE C-2 208/1 8.8 20A-2P 2 # 12 & 1 # 12 GND IN 3/4"C C-3 208/1 8.8 20A-2P 2 # 12 & 1 # 12 GND IN 3/4"C TOGGLE BOILER SCHEDULE MARK VOLT/PH FLA BREAKER SIZE 20A-2P WIRE SIZE DISCONNECT B-1 208/1 5.4 2 # 12 & 1 # 12 GND IN 3/4"C 30A-2P BURNER 120/1 5.6 20A-1 P 2 # 12 & 1 # 12 GND IN 3/4"C 30A-2P HEAT WATER HEATER SCHEDULE MARK VOLT/PH MCA BREAKER SIZE WIRE SIZE DISCONNECT HWH-1 208/1 23.6 30A-2P 2 # 10 & 1 # 10 GND IN 1"C 30A-2P (7 0 Z Z o n O W o v W Q C7 es� o W =a z ojf 11J Q W m W N - i m a°'i c' m ♦w U J C N / ~ ¢ VZE a00 LL Q � O O m aD N O W O Z J F- J Z } OW W �Q LL W� O ¢ J -1 R OF-aZn. d'=WK wfo O J Nmz�o w�Zi ac�W> co aF-W�ZO=ZQF-, -w- 'o �ODU�OO K =m.mmZnn-yxpzW¢�� o �7_ W Z) O~ K W~O� R' J 1zz�wz� m 2zwzoa,00wo�W�c�i 7 :.�¢�>��}�--'W¢In R'w s, WK O W W W W Z d a 0 o w Q= W O a D� �oWooQZmm��oar=��nc=i� H¢H(Ra�000Uz¢�¢mw@ (n w a 0 zz E I— C) 0 O U) >- 0 W z U) F— O U u W z Q O o � W _I C� Lo U w n O a 0 w 0 U ti H N Of O rn z O U O m in w zui Z J w U w Q� ti cA o o ci W D Q TW .-r /C) VJ z W 73 W LJ.. H 0 wW 2 SHEET NUMBER: E-2 (� o z Z o - 0 o m W ° �w ��� z , --————--————————————— — — — — —— Qua E O J pZ O Lh E J' / ._......_..................----_-._.........._.-_............ __...... -.---......_..._...--..--.._._........_..._.0 - -.._......_........._............................. - _..__........_.._...--::cz:-:__....:..............:::::::::-r.::_:c.:::_:___.z............... N _ W - o /---------- - F- EF_ X® EM M EM SB P-4 Q a I Ao A co P-1 A - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ w - I ' ��g__._----- _--__.-_- _-- B N ZJ10 J Z OOw w wQ - w v: 0 ¢ - J J 0- I EM ooF=-oza��w� concwn o owZD2 oozios.R28 c 000•J,O0 s6-, Z ZyJ DISTILLERY I EM �g�W<W~�I?oz���� o [Al 1 mo�wcomza =1'gQw< � \ / QZ O0 l z OI-_wZz=J= Q 3� uYuzo�Jwm¢ Ismzw Z 000 U,wo A or;cn zgTaOm, 1 / _ _ _ — — _ — ® I CC)WWaaz>'awkoji�a=� .X NaW00 m'W�-OQF-�tn U =Z=wR'JKKoQ�ZZF-Qw7N I F•QF-6.dJ000ZQ0Q 0 K0@ c� 1 } E 1 i m I I M I F- EM I 1 0 � 1 AiJ' Air �� A `��� \ z CIRCUIT EMERGENCY /EXIT EM B B - - - - - - - - - - - - - - - - - - B \ B EM LIGHTS TO THE NEAREST I' i _ - - UNSWITCHED/EMERGENCY CIRCUIT(TYP). X / ---------------._- - EM 3 __ / STORAGE W ---cl .....--_.. _ _ - '--—..._.. _._ .. _�- ._._........ .- -..._._...... .. - — - _ \ / 26 " ci C C C / z VIEWING RO M ! i / -Milia,���i.. 1 Q' `O D15 ��1----I L MASH PREP) kREA I 1fi � i I i ' - L •Lt'A ' 1 �O Dl i (2 Cl •• ..._.......................... dEM P-3 .. D1 O O D1 IN EM O Dl I I i\ -----a---P =1 - �- B B B B EM (26) I C \ \ \ � � N%DI i O O D1 C I SIC C COIv lMfl.r -rUIT EXIT LlGful 1 T O /1KI - — � IPER NEClm CO LIGHT OUTSIDE AS \ - O 1 j / L-2 P-3 EM �X EM EM 3 ® ® REQUIREMENTS.(TYP.) 3 ..._.9�P _ ._...... ---�P -- - - O - - - - - - - - - - -----.._..__.._._...-------....__ O - \ � D O O D OD - _ D D - - - - - - - - - - - - - - - - - - - ��� P-1 O I SOD �- (37) U p -- —-----'- --' "- -- - — --'- -'---------- --- -- 10 J E 1 FIRST FLOOR LIGHTING PLAN_ I / E-3 3/16" = V-0" U) ~ O OpEM OD = / \ V / I �= o I 1 U— I Z Q I I 1 0 W 1 / w \ / (D O D / D w 1 / w Is a r p \\ o o \ / o n o �O D ,OD__--_,O\D OD11 m pip G 0 z w �f ---— - --I U. to o G U 0_ z V J O O I U- SERIES ~ � J F- w LL SHEET NUMBER: E-3 P (30} i / I I 1 1 TAS 'ING R OM I O ��0� O i — ! i E, ' I I I j O �O� O I I I I a N N v N ti N m LIGHT FIXTURE SCHEDULE MARK MANUFACTURER CATALOG NO: DESCRIPTION VOLTAGE WATTS EPLB-16-E-CA-GW EPLB-16 SERIES 120 A KENALL 106 _g4L-40K7-DCC-DV RBX10L840-UNV- RBX 22" CLEAR 120 B DAY BRITE WT_ARR22S ACRYLIC 86.5 OPEN HIGH BAY 2TG38L840-2-FS- PHILIPS 2X2 C DAY BRITE TGRID LED 120 43.5 02F-UNV TROFFER 2TG43L840-4-FS- PHILIPS 2X4 120 38.4 C1 TGRID LED DAY BRITE 02F-UNV TROFFER W50nn037LD DW 30K 20 WAREHOUSE D ANP LIGHTING RTC BLC XX XX SHADE 120 37 CALCULITE 6" 21.3 fit IiAY RRITf= TX 71(11 I+(:6Rf11 (:I ROUND LED 120 DOWNLIGHT LITHONIA # ELM6LED- ADA COMPLIANT ,^! I onavc=nl EMERGENCY -I On 3 EM LI I HIJIVIA =cn LI VVVV VL VV SERIES OR ACCEPTABLE LIGHT WITH 2 LAM ILV EQUIVALENT. HEADS 3W EACH BARRON ELECTRONIX X RARR(lnl "��''' rllrr�r+rwlw 1 1/'I ITIL1/'Y CIVICI'CVCIVIJT LIVIIIIIVV �1I `=VQLL nR C:f=11 IN('� v 1ZU _ I ELECTRONIX #VEX-U-BP-WB-WH-G2 MOUNTED LED SERIES OR ACCEPTABLE EXIT SIGN EQUIVALENT. E EATON-MCGRAW ISC-E01-LED-El-G2W DECORATIVE WET EDISON GMBBB-XX-ULG LOCATION WALL 120 25 PACK P E O U Q U (0 L:J (0 s: [0 Y i ca LL Lo ry J H z W U 2 U W CM O t` U O J r-. of A 0 Z U OO '° W� o � w Q 0o U _ 0 w 2 z of w Q INJvI i W N tJ- J +% N J d d 120/208V 3PH 4W LJLI c~i N P-11 400A SERVICE U) I= a n ... \ HOUSE PANEL Q GF Cp-1 F__ _..._- P-4 W HWH-1 UH-2 UH-3 (1) UH-1 � � - P-1 00 B-1 LB Z JF J Z U } LL = a � 'o ¢ = o W U UH-7 P-1 I- ug��Wax�z'nmo2� O UH-4 mWZ-Zowzz,-oUW, C (7j�----(6,8) (36,38} WpzWa'�a����ci�"-'�¢ ZZZ ��Zo2Z0p2�0(n zo< 3:�IP II 2UUHzO�.-'OW -0oON]¢2�BU� vJLL�U2�LLO �U¢O2�~WQnwFWonZoz�zV1aOW-Li �Q Z WUG= 0KaQO QZ4.WLL UWOU 2Z2 Z 22 KJKKoQ�Zh<W�N QF(.'LOO UZSQ:O w(o } SB P-1 m ❑S DISTILLERY S CO (17) 24 1 w Q CU G P- 1 (3,5)0 z O CU-1 (2,4) P-g w co O 0, P-1 (8) U P-1 U) {10) Cl C-3 P-3 C-2 P-3 P_j/ 1 II .._... (g)� \ 7_ (P'3) SB _ (2'4) - (5,7) o G� I AC-1 AC, I Q I S COSBCO - u � O .-. - P-1 AC BC I s �i (35) TOILET BC P-3 27 �.`. EF-1 z C. STORAGE a g VIEWING ROOM GF! -- GFI W V - 25 MASH PREP I- - 1 TOILET COS AREA CE F- 28 (14) SB 21 - i P-1 (11 13,15) F RTU-1 w ❑S UH-5 I P-3 LJ P-3 (10) Gr UH-6 (9i TOILET P-2 29 (1) P-1 P-1 --� (33) (4) GFI P-2 P-3 _ - \��1� GFI P_1 T�—; l._.® QT IFI IFI _ 10' . _..__ -GFI-- `� 22 _ P-1 Bc AC AC nQ\ ()- (24)WP -1 P-1 GF GF U CLOCK 0 C ORDINATE WITH 23 (25) �` REGISTER/ ` A CH DRAWINGS FOR WORK PACE O BAR LOCATION. BELOW COUNTER(TYP.) e � ABOVE COUNTER(TYP.) P-1 � (18,20) P-1 w Z (19,21) _ I— \ \ � H FOR UNDER COUNTER 0 O REFRIGERTAION UNITS WF p V GF Q O LL 0� P-1 z J (40) 1� FIRST FLOOR POWER PLAN O z z E-4 3/16" = 1'-0" J TASTING ROOM c- [22 1 V Lo W O P-1 a (32) o co , O N 2 CO } m m W O LLLI z Y z J w U u. to la 0 U I I 0. W O 0- ry O O J LL U) z ~ r� W LL n N SHEET NUMBER: E-4 v U zN W d O LWIB v O E W U Z Q 5 E `o W A _ C] .6 W z � � Cj Q N W U N Cl)ga Q,w I_ of Q o co co O m _l zJF J Z ^' OOW W JQ OI- zn.6=w�=W10 WWW F v,Wz�'ooWoz�o�m�o� wrrizW=zQQF_ �zo p 0 j W j�F�F� p}�ZQ�QZ 3 W(Lof>WWO}WW=PZ�iQWt7 O F-ozWn0CaW0z00 :)`YIW=! U-rn�p w } WOQQ y IL}OF=-ZOS-IW(A�F- cL z O zz 09 F O OIL' 7 O N-Q. W Jm 2' �U'Q—� �r WQO OJ-w 9R 5.v O Q Z� 2 Z�� O Z�fA., QF�tQ ODW OOQZO0ir�kO Ua 2Z=wwJR'2'o< zzZ WAN F-QI-aa JOOOZ�QUQU�v>© m w Q 0 O O D_ U w 0 O z el1E°� 1 h•�f t a �= F I— U 0 O 0 W z _J � F- O 2 W U Q o LL z J = a O z J C� t= V w O a N rn 0 cm 0 m O 00 z G W Z _W.1 W � V li (n G G U W J W U J W W J Z H H H W A 2 SHEET NUMBER: E-5 Notes: Branch Panel: P-1 LOCatIOn: DISTILLERY 24 Supply From: Mounting: SURFACE Enclosure: TYPE 1 Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: MCB Mains Rating: 225 A MCB Rating: 150 A Feed Thru Lugs: CKT Circuit Description Trip Poles A (VA) B (VA) C (VA) Poles Trip Circuit Description CKT 1 UH-1 & UH-2 20 A 1 672 1518 2 30 A CU-1 2 3 CU-2 30 A 2 1518 1518 _ — BOILER 4 5 — — 1518 562 2 20 A 6 7 BURNER 20 A 1 672 562 — — 8 9 AC-1 20 A 1 1272 1272 1 20 A AC-2 10 11 RTU-1 50 A 3 3167 180 1 20 A OUTDOOR RECEPTACLES 12 13 — — — 3167 180 1 20 A BATHROOM RECEPTACLES 14 15 — — -- 3167 540 1 20 A Receptacle 16 17 Receptacle 20 A 1 720 250 2 20 A Power 18 19 Power 20 A 2 250 250 — — — 20 7Cn Zan 4 1 7n n GV f1 oc/'+lo-rco RGVIJ 1 GR n•f GG 23 Receptacle 20 A 1 180 360 1 20 A Receptacle 24 25 Receptacle 20 A 1 360 231 1 20 A Other 26 27 Lighting -Dwelling Unit 20 A 1 77 392 1 20 A Lighting -Dwelling Unit 28 29 Lighting -Dwelling Unit 20 A 1 77 261 1 20 A Other 30 31 Lighting -Dwelling Unit 20 A 1 954 360 1 20 A Receptacle 32 33 Receptacle 20 A 1 360 360 1 20 A Receptacle 34 35 Cooling 20 A 1 63 1688 2 30 A HWH-1 36 37 Other 20 A 1 435 1688 — — 38 39 Lighting 20 A 1 0 360 1 20 A Receptacle 40 41 Receptacle 20 A 1 360 42 Total Load: Total Amps: 11298 VA 97 A 11445 VA 98 A 9385 VA 78 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 11296 VA 100.00% 11296 VA Lighting OVA 0.00% OVA Total Conn. Load: 32128 VA Other 927 VA 100.00% 927 VA Total Est. Demand: 32128 VA 89 A Power 1000 VA 100.00% 1000 VA Total Conn.: Total Est. Demand: 89 A Notes: Notes: Branch Panel: P-3 Location: Supply From: Mounting: SURFACE Enclosure: TYPE 1 Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: MCB Mains Rating: 225 A MCB Rating: 150 A Feed Thru Lugs: CICf Circuit Description Trip Poles A (VA) B (VA) C (VA) Poles Trip Circuit Description CKT 1 C-1 20 A 2 915 915 2 20 A C-2 2 3 -- — — 915 915 — — 4 5 C-3 20 A 2 915 900 1 20 A Receptacle 6 7 — -- 915 900 1 20 A Receptacle 8 9 UH-3 & UH-6 20 A 1 672 672 1 20 A UH-4 & UH-5 10 11 Lighting -Dwelling Unit 20 A 1 1038 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Total Load: Total Amps: 3645 VA 31 A 3174 VA 27 A 2853 VA 24 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Conn. Load: 9672 VA Total Est. Demand: 9672 VA Total Conn.: 27 A Total Est. Demand: 27 A Notes: Branch Panel: E�-2 Location: Volts: '120/208 Wye A.I.C. Rating: Supply From: Phases: 3 Mains Type: MCB Mounting: SURFACE Wires: 4 Mains Rating: 125 A Enclosure: TYPE 1 MCB Rating: 100 A Feed Thru Lugs: Notes: CKT Circuit Description Trip Poles A (VA) B (VA) C (VA) Poles Trip Circuit Description CKT 1 Receptacle 20 A 1 900 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LL 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Total Load: 900 VA OVA OVA Total Amps: 8 A O A O A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Conn. Load: 900 VA Total Est. Demand: 900 VA Total Conn.: 2 A Total Est. Demand: 2 A Notes: BUILDING CODE DATA cy w C L VIEWING ROOM 5'-n 4'-0" FIXED GLASS WINDOW CENTERED IN VIEWING ROOM. HEAD TO BE 7'-0" ABV FIN FLR 1/4" GLAZING 5/4"x 3" FRAME 5/4"x 8" CAP DISTILLERY T SILL DETAIL HEAD, JAMB SIMILAR SCALE: 3"= 1'-O" CEILING HEIGHT TO BE 8'-0" ABV FIN FLR OR AS NOTED REFLECTED CEILING PLAN SCALE: 1/8"= 1'-O" EXISTING DISTILLERY STRUCTURE, 4"x 7" WOOD COLUMNS AT 8'-0" ON CENTER. CONTINUE SHAFTWALL TO TOP PLATE OF DISTILLERY BUILDING. TOP PLATE OF DISTILLERY IS HIGHER THAN RIDGE OF TASTING ROOM WING. REFER: 1 /A-2. 1"x 6" TONGUE AND GROOVE PINE BOARDS ON • -- TASTING ROOM SIDE 7" 5" UL DESIGN NO. U438 3 J 0 I N Lo 0 I 0 V) UL DESIGN NO. U438 2 HOUR FIRE RATED. WALLBOARD, GYPSUM - 1/2" THICK, 4 FT. WIDE WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER OR BASE LAYER ATTACHED TO STUDS WITH 1" LONG TYPE S SELF -DRILLING, SELF -TAPPING BUGLE HEAD STEEL SCREWS SPACED 24" O.C. ALONG THE EDGES AND IN THE FIELD OF THE BOARDS. OUTER OR FACE LAYER ATTACHED TO STUDS AND "J" RUNNERS WITH 1-5/8" LONG TYPE S SELF -DRILLING, SELF -TAPPING BUGLE HEAD STEEL SCREWS SPACED 12" ALONG THE EDGES AND IN THE FIELD OF THE BOARDS, STAGGERED FROM SCREWS IN INNER LAYER. JOINTS BETWEEN INNER AND OUTER LAYERS STAGGERED. OUTER LAYER JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND. EXPOSED SCREW HEADS COVERED WITH JOINT COMPOUND. WALLBOARD, GYPSUM - 1" THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN NOMINAL 24" WIDTHS. PANELS CUT 1" LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C-H" STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1-5/8" LONG TYPE S SELF -DRILLING, SELF -TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12" O.C. STEEL STUDS - "C-H" SHAPED STUDS, 4" WIDE BY 1-1/2" DEEP, FABRICATED FROM 25 MSG GALV STEEL. CUT TO LENGTHS 3/8" TO 1/2" LESS THAN FLOOR TO CEILING HEIGHT AND SPACED 24" O.C. FLOOR AND CEILING RUNNERS - "J" SHAPED RUNNER, 4" WIDE WITH UNEQUAL LEGS OF 1" AND 2", FABRICATED FROM 24 MSG GALVANIZED STEEL. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2" FROM ENDS AND NOT GREATER THAN 24" O.C. A PARTITION TYPE 'A' NO SCALE 156'-0" 63" 44" 0.9 ONE LAYER OF 5/8" GYPSUM - ,;• ,,;::,,;::;•;,, WALLBOARD ON 2 x 6" WOOD STUDS AT 16" O.C. TO \ 2'x 2' ACOUSTICAL CEILING TILE BOTTOM CHORD OF TRUSS IN EXPOSED GRID SUSPENSION ABOVE OR AS NOTED ON SYSTEM PLANS. PLACE 3" CREASED THERMAFIBER SOUND ATTENUATION FIRE BLANKETS IN STUD CAVITIES IN BATHROOMS. FRICTION FIT SECURELY BETWEEN STUDS. BUTT ENDS OF BLANKETS CLOSELY TOGETHER AND FILL ALL VOIDS. ONE LAYER Of= 5/8" GYPSUM WALLBOARD ON 2'x 4" WOOD o STUDS AT 16"' O.C. TO 8'-6" ABOVE FINISHED FLOOR. 00 COVER WALLBOARD JOINTS WITH VINYL, DRY OR PREMIXED JOINT COMPOUND APPLIED IN COVER WALLBOARD JOINTS TWO COATS TO JOINTS AND WITH VINYL, DRY OR PREMIXED SCREW HEADS; PAPER TAPE, JOINT COMPOUND APPLIED IN 2" WIDE, EMBEDDED IN FIRST � TWO COATS TO JOINTS AND �_� LAYER OF COMPOUND OVER SCREW HEADS; PAPER TAPE, ALL JOINTS. 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. B PARTITION TYPE 'B' NO SCALE C PARTITION TYPE 'C'_ NO SCALE 4' ,TES EXIENI OF F-1 USL GROUP TASTING ROOM 841 SF OF A-2 0 USE, 6,840 SF M 5B CONST. ALLOWED = 12.3% ALLOWED AREA 30, 24' OPEN PERIMETER 0 I N N 156' USE GROUP THE BUILDING HAS THREE USE GROUPS; A-2 ASSEMBLY (TASTING ROOM), F-1 MODERATE HAZARD FACTORY (DISTILLERY) AND S-1 MODERATE HAZARD STORAGE (KEGS). THE F-1 USE HAS A VIEWING ROOM IN IT WHICH IS ALLOWED UNDER SECTION 303.1.2.1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. CONSTRUCTION TYPE 5B SPRINKLERED BUILDING NO USE GROUP SEPARATION THE USES WILL BE SEPARATED AS STATED IN 508.4. EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED FROM ADJACENT FIRE AREAS BY FIRE BARRIER WALLS OR HORIZONTAL ASSEMBLIES OR BOTH HAVING A FIRE - RESISTANCE RATING DETERMINED IN ACCORDANCE WITH TABLE 508.4 FOR USES BEING SEPARATED. THAT FIRE RATING IS 2 HOURS BETWEEN A-2 AND F-1 AND S-1 AND 0 HOURS BETWEEN F-1 AND S-1. EACH FIRE AREA SHALL COMPLY WITH THIS CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE SHALL NOT EXCEED ONE. ALLOWABLE HEIGHT ALL USE GROUPS ARE ALLOWED 1 STORY AND 40 FEET ALLOWABLE AREA AND MODIFICATIONS 506.2 EVERY BUILDING SHALL ADJOIN OF HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN INCREASE FOR FRONTAGE. WHERE A BUILDING HAS MORE THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE HAVING A MINIMUM WIDTH OF 20 FEET, THE FRONTAGE INCREASE SHALL BE I-PE DEIN ACCORDANCE WITH THE FOLLOWING: If= 100 -0.25� 30 If=100L476 -0.25� 30 = 14% INCREASE ALLOWED A-2 ASSEMBLY, CONSTRUCTION TYPE 5B: 6,840 SQ FT ALLOWED F-1 FACTORY, CONSTRUCTION TYPE 5B: 9,690 SQ FT ALLOWED S-1 STORAGE, CONSTRUCTION TYPE 56: 10,260 SQ FT ALLOWED A-2 ASSEMBLY PERCENTAGE OF ALLOWED AREA: 12.3% F-1 FACTORY PERCENTAGE OF ALLOWED AREA: 22.5% S-1 STORAGE PERCENTAGE OF ALLOWED AREA: 57.8% SUM OF THE RATIOS OF ALLOWED FLOOR AREA: 92.6% (LESS THAN 1) STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES 0 HOUR FIRE RATED EXTERIOR BEARING WALLS 0 HOUR FIRE RATED. NEAREST WALL TO PROPERTY LINE IS 12 FEET INTERIOR BEARING WALLS 0 HOUR FIRE RATED EXTERIOR NONBEARING WALLS AND PARTITIONS 0 HOUR FIRE RATED. NEAREST WALL TO PROPERTY LINE IS 12 FEET INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOUR FIRE RATED FLOOR CONSTRUCTION 0 HOUR FIRE RATED ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HOUR FIRE RATED OCCUPANTS 57 ASSEMBLY, TASTING ROOM (841 15 13 INDUSTRIAL, DISTILLERY (1,241 100 02 BUSINESS, VIEWING ROOM (193/100) 03 COMMERCIAL KITCHEN (436/200) 12 WAREHOUSE (5,935/500) 87 OCCUPANTS MAXIMUM EXIT TRAVEL DISTANCE 95 FEET (200 FEET ALLOWED, TABLE 1016.2) 5,935 SQUARE FEET OF S-1 USE 10,260 SF S-1 USE, 5B CONSTRUCTION ALLOWED = 57.8% ALLOWED AREA 22' \w Nw a w o\ USE GROUP/ OPEN PERIMETER PLAN SCALE: 1 "= 20' 24' OPEN PERIMETER 0 ''''��..0�' C�N..,� .,, .•� A DAVID ELIAS, AIA ARCHITECT JOHN FITCH DISTILLERY SEPTEMBER 14, 2017 51 GLENDALE ROAD . 66h,��,�,• •��sySFo 311 ALEXANDER ROAD NEW BRITAIN, CT 06053 SOUTH WINDSOR CONNECTICUT ARON.•�'' •���rrr' &unrpr (860) 224-6971 3'-0" O EXISTING ALUMINUM DOOR WITH DIVIDED LITES. REPLACE EXISTING THRESHOLD WITH HANDICAP COMPLIANT THRESHOLD. REVERSE DOOR SWING TO OPEN IN DIRECTION OF EGRESS. DOOR SCHEDULE NUMBER TYPE SIZE/ CONSTRUCTION FIRE RATING REMARKS 101 A 3'-0"x 6'-8" ALUMINUM - TASTING ROOM ENTRANCE EGRESS DOOR, EXISTING 102 - - - NOT USED 103 C 3'-0"x 7'-0" HOLLOW METAL 1-1/2 HOUR FOOD PREP 104 H 3'-0"x 7'-0" HOLLOW METAL 1-1/2 HOUR VIEWING ROOM 105 D 3'-0"x 6'-8" FIBERGLASS - VIEWING ROOM 106 E 3'-0"x 6'-8" MOLDED PANEL - WOMEN'S ROOM 107 E 3'-0"x 6'-8" MOLDED PANEL - MEN'S ROOM 108 F 3'-0 is 7'-0" HOLLOW METAL - JANITOR 109 F 3'-0"x 7'-0" HOLLOW METAL - FOOD PREP 110 F 3'-0"x 7'-0" HOLLOW METAL - DISTILLERY ENTRANCE 111 G 2 3'-0"x 7'-0" HOLLOW MTL - KEG STORAGE 112 B 3'-0"x 6'-8" FIBERGLASS - KEG STORAGE ENTRANCE EXIT, EXISTING 113 1 12'-0"x 14'-0" OVERHEAD - KEG STORAGE, EXISTING 114 B 3'-0"x 6'-8" FIBERGLASS - KEG STORAGE ENTRANCE EXIT, EXISTING 3'-0" 0 I F ►V'I EXISTING ALUMINUM DOOR WITH DIVIDED LITES. LAVATORY ELEVATION SCALE: 1 "= 1'-O" NOTES: 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. DOOR AND FRAME TO BE 1-1/2 HOUR FIRE -RATED. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYANURATE INSULATION CORE AT EXTERIOR DOORS. ON PROVIDE GRAB BARS AND NECESSARY BLOCKING. GRAB BARS ARE TO BE MOUNTED WITH SUFFICIENT STRENGTH TO WITHSTAND STRESSES IN BENDING, SHEAR AND TENSION WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE GRAB BAR. ALL GRAB BARS ARE TO BE 1-1/2" OUTSIDE DIAMETER, OF 18 GAUGE TYPE 304 STAINLESS STEEL WITH A NUMBER 4 SATIN FINISH. ALL SCREWS ARE TO BE CONCEALED. LAVATORY PIPES SHALL BE INSULATED WITH INSULATING KIT OF SOFT, NON -YELLOWING, FLAME RETARDANT VINYL. ANGLE STOPS SHALL BE FULLY INSULATED AND ALLOW FOR EMERGENCY SHUTOFF. INTERNAL RIBS SHALL PROVIDE AIR GAP BETWEEN PIPE AND COVER PROVIDING INSULATION AND CUSHION AGAINST CONTACT. COLOR TO BE WHITE. 0 I 3'-0" 0 BELLEVILLE SMOOTH TEXTURED FIBERGLASS ENTRY DOOR BY MASONITE. WOOD TOP RAIL, FINGER JOINTED OR LAMINATED WOOD HINGE STILE, LAMINATED LOCK STILE, INTERNAL BLOCKING FOR LATCHING HARDWARE, ROT - RESISTANT BOTTOM RAIL, FIBERGLASS REINFORCED FACINGS WITH INSULATED CORE OF POURED -IN -PLACE POLYURETHANE FOAM FORMING A SECURE ATTACHMENT TO ALL DOOR COMPONENTS. GLASS INSERTS SHALL BE FABRICATED OF 1 /2" DOUBLE PANE INSULATED GLASS. WOOD FRAME TO BE OF SINGLE RABBET DESIGN DOOR TO RF STAINED AND TOP COATED WITH EXTERIOR, UV RESISTANT POLYURETHANE. BATHROOM ELEVATIONS SCALE: 1/2"= 1'-O" 0 I 3'-0" O SAFE 'N SOUND SOLID CORE CONSTRUCTION MOLDED PANEL DOOR BY MASONITE CORPORATION OR APPROVED EQUAL. SMOOTH FINISH, PRIMED AND PAINTED. FRAME TO BE SINGLE RABBETED, 1-1/4" THICK, OF PINE. ALL JAMBS TO SUBFLOOR. O 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYANURATE INSULATION CORE AT EXTERIOR DOORS. u1L`lli�il�L�il BATHROOM ELEVATIONS SCALE: 1/2"= 1'-O" c I 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. POLYISOCYANURATE INSULATION CORE AT EXTERIOR DOORS. TOILET ACCESSORY SCHEDULE MARK ITEM MANUFACTURER MODEL NO. REMARKS MIRROR BOBRICK B165-2436 24"x 36". MOUNT LOWER EDGE 38" ABOVE FINISHED FLOOR. O ONE PIECE CHANEL FRAME. NO. 1 QUALITY GLASS. DISPENSER BOBRICK B-2888 PLATED STEEL DISPENSING MECHANISIM. MOUNT UPPER EDGE OTISSUE 2 MULTI ROLL 1-1/2" MIN BELOW GRAB BAR, CENTER 8" IN FRONT OF TOILET. DISPENSER BOBRICK B-5050 MATRIX SERIES. POLYMER CONSTRUCTION, 50 OZ CAPACITY. OSOAP MIRROR MOUNTED WITH PRESSURE -SENSITIVE TAPE STRIPS. 36" GRAB BAR BOBRICK 66806x36 36" LONG x 1-1 /2" DIAMETER. TOP OF BAR AT 34" AFF. O STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. 42" GRAB BAR BOBRICK B6806x42 42" LONG x 1-1 /2" DIAMETER. TOP OF BAR AT 36" AFF. O STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. UP BOBRICK B-4998 SWING UP GRAB BAR, TOP AT 36" AFF. MOUNTING METHOD OSWING GRAB BAR SHALL RESIST 250# SHEAR, TENSILE AND MOMENT FORCES. 18" GRAB BAR BOBRICK B-6068x18 18" LONG x 1-1 /2" DIAMETER. REFER TO ELEVATIONS FOR O LOCATION. STAINLESS STEEL, SATIN FINISH, CONCEALED MOUNTING. TOWEL BOBRICK B-262 SATIN FINISH STAINLESS STEEL. DISPENSES 400 C-FOLD OR OPAPER DISPENSER 525 MULTIFOLD TOWELS MEASURING 3-1/8" TO 3-13/16" DEEP WITHOUT ADJUSTMENT OR ADAPTERS. DOOR HAS TUMBLER LOCK AND PIANO HINGE. CABINET SLOTS INDICATE REFILL TIME. MOUNT LOWER EDGE 48" ABOVE FINISHED FLOOR. 0 I C) 16 GAUGE FLUSH STEEL HOLLOW METAL DOOR IN 16 GAUGE WELDED HOLLOW METAL FRAME. CONSTRUCT DOOR AND FRAME IN ACCORDANCE WITH THE ANSI/NAAMM HOLLOW METAL MANUAL. DOOR AND FRAME TO BE 1-1/2 HOUR FIRE -RATED. BOTH PRIMED AND PAINTED. SEMI -GLOSS FINISH. 100 SQUARE INCH CODE COMPLIANT GLAZING. BATHROOM ELEVATIONS SCALE: 1/2"= 1'-O" 12'-0" C EXISTING OVERHEAD DOOR FINISH SCHEDULE FLOOR BASE WALLS CEILING w Ln Pw Z QZ aIt m Z? Z Q �0 W �uj W zi U OQ Zmn OW o� _jU)nc U)m O Z � wpa. _ wc� ZW�t0 aoM o m� mp A ix cnFz � O o m zW v g _o �)oo � U) � F ZZtc 0 V0 UZN U x - :ZU olNvi CV ZW CV TASTING ROOM O O 01 1 10 NOTES 4,8 VIEWING ROOM O O O 1 Io NOTES 4,7,8 CORRIDOR O O O I lo NOTES 4,7,8 WOMEN'S ROOM O O O O 10 NOTES 1,4,5,6 MEN'S ROOM O O O O O NOTES 1.4.5.6 JANITOR O O O O NOTES 1,4,7,9 FOOD PREP O 1 1 101O O NOTES 2,3,7 DISTILLERY lol I I IO O NOTES 1,7,9 KEG STORAGE lo'___I I lol lol 01) GYPSUM BOARD WALLS TO BE PAINTED WITH ONE COAT ULTRA -HIDE PVA INTERIOR PRIMER -SEALER GENERAL PURPOSE LATEX WALL PRIMER 1030, TWO COATS ULTRA -HIDE LATEX EGGSHELL INTERIOR WALL & TRIM ENAMEL 1412. BOTH BY ICI PAINTS. ALL SURFACES MUST BE SOUND, DRY, CLEAN AND FREE OF OIL, GREASE, DIRT, MILDEW, FORM RELEASE AGENTS, CURING COMPOUNDS, LOOSE AND FLAKING PAINT AND OTHER FOREIGN SUBSTANCES. MIX THOROUGHLY BEFORE USE. DO NOT APPLY WHEN SURFACE OR AIR TEMPERATURE IS BELOW 50 DEGREES F. PROVIDE GOOD VENTILATION AND WARMTH FOR NORMAL DRYING. 02) FIBERGLASS REINFORCED WALL PANELS TO BE GLASBORD-FSI BY KEMLITE. 0.075" THICK, SMOOTH FINISH. COLOR: 85 WHITE. PANEL SIZE: 4'x 12'. PVC MOLDINGS. COLOR: TO BE SELECTED. ADHERE SMOOTH CLASS A WALL PANEL TO 5/8" GYPSUM BOARD WITH MANUFACTURER'S RECOMMENDED ADHESIVE. COMPLY WITH PANEL MANUFACTURER'S INSTALLATION GUIDE #6211. REMOVE ADHESIVE FROM PANEL FACE USING SOLVENT OR CLEANER RECOMMENDED BY PANEL MANUFACTURER. PANEL TO MEET USDA/FSIS REQUIREMENTS AND COMPLY WITH ICB REPORT NUMBER 4583. 03) 2'x 2'x 5/8" ACOUSTICAL CEILING TILE TO BE LUMAWASH 973 BY ARMSTRONG WORLD INDUSTRIES. CLASS A FIRE RATING, MINERAL FIBER MATERIAL, USDA ACCEPTED FOR USE IN FOOD PREP AREAS. SQUARE EDGE. CLASS A FIRE RATING. INSTALL IN 15/16" ARMSTRONG PRELUDE SUSPENSION SYSTEM. 04) CIRRUS 2'x 2'x 3/4" FINE -TEXTURED SQUARE, LAY -IN ACOUSTICAL CEILING TILE IN PRELUDE XL 15/16" EXPOSED TEE SUSPENSION SYSTEM, BOTH BY ARMSTRONG WORLD INDUSTRIES. DOT HATCH PATTERN INDICATES EXTENT OF SHAFTWALL COVERAGE 05) CERAMIC WALL TILE TO 78" ABOVE FINISHED FLOOR ON ALL FOUR WALLS ON CEMENTIOUS BACKER BOARD ON ALL SIDES. TILE TO MEET OR EXCEED ANSI A137.1 AND BE INSTALLED IN ACCORDANCE WITH THE TCA CERAMIC TILE INSTALLATION HANDBOOK. PORTLAND CEMENT WITH LATEX ADDITIVE THIN SET APPLICATION COMPLYING WITH ANSI A118.4. 06) UNGLAZED CERAMIC FLOOR TILE TO MEET OR EXCEED ANSI A137.1 AND BE INSTALLED IN ACCORDANCE WITH THE TCA CERAMIC TILE INSTALLATION HANDBOOK. PORTLAND CEMENT WITH LATEX ADDITIVE THIN SET APPLICATION COMPLYING WITH ANSI A118.4. 07) BONDED ABRASIVE POLISHED CONCRETE WITH CLASS 'A' AGGREGATE EXPOSURE (VERY LITTLE) AND LEVEL 2 FINISHED GLOSS (SATIN). SLIP RESISTANCE: DYNAMIC COEFFICIENT OF FRICTION (DCOF) RANGE OF 0.35 TO 0.45 UNDER WET CONDITIONS WHEN MEASURED ACCORDING TO ANSI B101.3. 08) 1 "x 6" TONGUE AND GROOVE SELECT KNOTTY PINE BOARDS, KILN DRIED WITH TWO COATS OF UV CLEAR COAT URETHANE FINISH. 09) 4"x 1/8" THICK, NO TOE, VULCANIZED THERMOSET, TYPE TS RUBBER SOLID WALL BASE. ALLSTATE RUBBER OR APPROVED EQUAL. DASHED LINE INDICATES OUTLINE OF TASTING ROOM WING BEYOND. . .. . . . . . .. ... .' . ............ . . . . .'. i . .. . . .. . .'. .'. .'.'.'.. .'.'..'.'.'. ..'.'.'.'.'.'.'. . . .'. '.�i. .. .'..'. .~.� �. .'. . Ld i. �i� ... .. .............. . .. .. . . . . . . . . . .. . .. . . . . �.� . ..'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'... g%�........... a...........................'.'.'.'..... ' ' �'!......... - ;__... _.�` . �` ................ . ................ a.................... O^,_ �� .... �;..,.-:�..... ...............:.I..... -- ................`.... ... ........... =�.' ........................... ........ .... . . 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' ' . ... ... .. .......1.1........ 1 ....... o) O of 0 o .. .......'.'.'.' .'.....'.....'.' ............'.'.'..... 1 z o.....II..... 1.1..'..... .................II..'..'. ...... .......... ............. ........ 11........ FOOD PREP .. , ..... y..'.'..'.'.'.'..'....... WOMEN ........:.CO ....VI 1. VIE. . ING RM .I.�.... . 1-1/2 HOUR FIRE -RATED DOOR ,I SHAFTWALL COVERAGE ELEVATION SCALE: 3/16"= 1'-0" 1-1/2 HOUR FIRE -RATED DOOR '''�p���uu�•• •' •'••. °� c°""FAT%•- �� �uLIgN� �,G.�. DAVID ELIAS, AIA ARCHITECT JOHN FITCH DISTILLERY SEPTEMBER 14, 2017 * * = 51 GLENDALE ROAD `s i-2 6g�°',��,V�•' •�••�;�F�.■/�R��;p��'' 311 ALEXANDER ROADNEW T 06053 SOUTH WINDSOR, CONNECTICUT (8 60 )IT 2 2 4 6 9 71 `� •°� m.*^'e",�;,°'�`�' "' - r- �� : ��'..�i a�i.� �?Q � � `;,- 4: �,,��ai a.m. �' ,,�t`«4' � r 'ems:. ^ `,�c�i sq¢.r r: •s c '�` spa+ . GENERAL NOTES All work shall be in accordance with Current State and Local Building Codes. Call 1-800-922-4455 before you dig and prior to any excavation of any type. Do not scale drawings. Dimensions are shown for design intent only. Contractor shall verify all dimensions in field prior to the start of any work. The Contractor shall maintain a current and complete set of Contract Documents at the site during all phases of construction for use by all trades. The Contractor shall review all documents for coordination prior to start of construction and notify the Architect of any potential conflicts. All dimensions are to the centerline of structure, exterior face of foundation wall and finish face of interior partitions, unless otherwise noted. iy All doors shall be located 4" from the face of adjacent wall or on center, unless otherwise noted. Coordinate mounting heights and locations of all new wall and ceiling mounted devices, equipment, registers, grilles, etc. with architect and owner prior to dinstallation. Provide minimum 2'-0" clear between latch side of in -swinging doors and any wall or fixed element. Provide minimum of 1'-0" clear between the latch side of out -swinging doors and any wall or fixed element. Verify with Architect any doors that may not be able to meet those requirements. The Contractor may not make substitutions or modifications without the written consent of the Architect. LIGHT FIXTURES BELOW BO• AFF BATHROOM VAX 4' �OCCIIPANCY LIGHT `PRO ECTION � ,-Evca(xNCY i urHiwr. r/ LtJ BATTERY PACK AREA FOR ROOM SIGNAGE \ Or.) ROBE GFI MOCK OUTLET SWITCH HEIGHT ® SWITCH AND h RECEPTACLE _ HEIGHT TG. RECEPT TALE VEERTAK�EER LS MAX TO CENTER OF SIGN HEIGHT FOR STROBE LIGHT h HORN FIRE ALERT SYSTEMS TYR COMTFRTOP AND BACKS'IASI LINE OF CLEAR KNEE SPACE AT B, SINKS AND W RIMACES IN ALL HC h c ACCESSIBLE ROOMS xv HANDICAPPED INEE CLEARANCE TYPICAL MOUNTING HEIGHTS 1 /4'E = 1'-0" -ADA. SW PPE PROTECTION h LIGHT FIXRA;E - ADA. MIRROR WAGE VOLAITED SOAP DISPENSER CALL FOR AID BUTTON CRAB BARS W/ 7x SOLID BLOCIONG 6• ADA TOBET i Nra SLAE'AC£ VOIMTED PAPER TOWEL DISPENSER h TRASH RECEPTACLE BUILDING CODE DATA Current Codes Used for Code Information: 4>2016 tate of Connecticut Building Code 2 International Building Code 2012 International Existing Building Code 2012 International Mechanical Code 2012 International Plumbing Code 2012 International Energy Conservation Code 2005 Connecticut State Fire Safety Code with 2012 Amendments 2014 NFPA 70 National Electrical Code, of the National Fire Protection Association 2009 ICC/ ANSI117.1 Accessible and Useable Buildings and Facilities Construction type: 5 B Use Group: Mixed Use, Separated (F2-Factory, A-2 Assembly) Occupant load: SEE EGRESS FLOOR PLANS Number of exits required: 4; Exits provided; 6 Accessible Means of Egress: Yes Length of Exit Travel distance allowable - F-2: 300'-0" (84' Provided) Length of Exit Travel distance allowable - A-2: 200'-0" (42'-3" Provided) Plumbing Tlxtures: Water Closets: 2 required, 3 provided Lavatories: 2 required, 3 provided EGRESS PLAN LEGEND ROOM OCCUPANCY LOAD �37 AREA IN SQUARE FEET OCCUPANCY LOAD FACTOR EXIT CAPACITY 100 1 ACTUAL EGRESS OCCUPANCY OF DOOR 312 E MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT - - — 2 HOUR RATED WALL LEGEND: EXISTING ROOF SYSTEM NEW CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN NEW DOOR EXISTING DOOR TO REMAIN SEALANT SHEET METAL FILLER STEEL RUNNER W? MIN 2" FLANGES FASTEN TO ROOF FRICTION FIT 6" METAL STUD AND MAINTAIN GAP (DEFLECTION) 6" 20 GA. STEEL STUD 16" O.C. TO UNDERSIDE OF ROOF DECK FIBERGLASS OR MINERAL WOOL INSULATION (OPTIONAL) 5/8" TYPE "X" GYP. BOARD (2) LAYERS ON EACH SIDE SEALANT rI I\ I T—I /l!'1n 2 HOUR FIRE SEPARATION WALL- UL412 Cheryl Newton Architects LLC 2400 Main Street, Glastonbury, CT 06033 (860) 633-2477 Revisions: Drawing Name: First Floo�r,,,P, LYNIy tiF z Scale: As doted Date: October 24, 2016 Drawing Number: 1 1 /2" = 1'-0" PROJECT NORTH T- ?Ki FV i I PROJECT NORTH 156'-0" I` 91-01' 81-911 81-311 81-011 71-911 81-311 81-011 71-911 8'-3" 81-01' 81-311 T-9" 81-011 8'-3" 71-911 81-011 81-311 81-911 91—(ell 11 �f �f �. 6'X4' PIC. WINDOW i 6'X4' PIC. WINDOW 6'X4' PIC. WINDOW 6'X4' PIC. WINDOW 6'X4' PIC. WINDOW 6'X4' PIC. WINDOW` CD 4 I r,4 Ll O - o00 U U I X, co I `o co I I h r 0O FINISHED AREA rCI UNFINISHED AREA�1, - LU a �v ' �v v °C aC111 CM a W d OC W Z COco �. 14 1 p M, —J !S! Z N co I � 00 pi I— LU cx0CD a W O I I I EO � I I ' " n n n " " u " n " n u u u n n I n I n 8-3u 8-0' 8-0' 8-0' 8-0' 8-0' 8-0' 8-0' 7-9 8-0' 8-3' 7-9' 8-0' 8-0' 8-0' 8'•-0 8-0' 12-0' 8-0' I 'X4' PIC. WINDO - 12'X14' O.H. DOOR �r C:? /'1068 ;3068 068 00 3 O z a o q (4) PLY 11 $" LVL HEADER QP'' jn-: ti r` ti OVER O.H. DOOR Cz 0 7' 01' 8' 0" 8' 0" 8' 0" 8' 0" 4' 0 o r z_ z C-0 �� c> COD C? ti 30'X30'X10' � 0 43'-011 BUMP -OUT M - 4L co z - o N Z 0 o0 N Uj NJ o of 0 00 z _ C?-1 91-011 121-01' 9'-011 00 O x w Ca J Vin/ F H � 12'X7' SPLIT SLIDE DOOR W Q w _ _ 2 O SCALE p� O AS NOTED DATE 06-27-2016 61-011 81-011 81—(ell 81-011 8'-0" 6'-011 DRAWN BY op 41 �f CAM SEAL 44'-0" FLOOR PLAN _ �4- SCALE: 1/811=V-0" A100 •�' 71 -�-�+- ram. ��,ai .•' a � r a 5} rr1l�i Ei lldj.1;16:.16Ye�. JAMES A. KOPPENHAVER 304 LOGAN AVENUE WYOMISSING PA,19610 (484) 794.9945 JKOPPESTI aU? 40L.COM C/� C'3 1` � O cc O P- 0 I� G� DC O W !� J O 0 LU Z _ °J W J r � r w� a� ~ V a/ O y SHEET NUMBER J GENERAL NOTES: Use Group U (Utlity &Miscellaneous) Construction type V-B Area: 9,012 sf. Volume: 138,792 cf. These notes are not intended to replace any specifications. Should the information shown in the drawings or notes conflict with any specification. Contact the engineer for clarification. Provide lighting protection per NFPA 780. Maximum travel distance between exits is 72'. � The engineer is not liable for site safety issues. These are the sole responsibility of the construction manager and contractor. Occupancy is limited to 30 occupants. (9,012 s.f. / 300 s.f. per occupant = 30) Structural Design is in conformance with the International Building Code, CT Edition. Provide unlit exit signs, fire extinguishers. & no smoking signs at all exits. Lighting will be provided inside structure. All wood in contact with the ground or mason PROJECT NORTH PROJECT NORTH i�i I 'i [�I�' �, I � I 0 it IT 0 i co I I g e�� REAR ELEVATION / 3 vie ia asscnee „� uj geLU 0 0 m cz ��IIiIT _ �X� i it li 11 I17L� FTFF7I I I I I I I I I I IT177r� III ou a�We -mill 11 N I ILI LEFT ELEVATION /z�, RIGHT ELEVATION �-\AS SCALE NOTED DATE DRAWN BY CAM SEAL tt a� o` KOPPENHAVER A. WrISSING v�5sc�o oavesn4 III III J�H III i III ' Ill hill � I IT I I �. IIIILIII 67 I III -- _. _ I 8 _ i e m �� II � m era �'_ '. i ZO¢ L11 = o FRONT ELEVATION icz Lu 4 W s'8 v^iy SHEET NWA3FR A200 Ile) 27 GA. METAL ROOK ENGINEERED TRUSSES @ 48" C 2X4 PURLINS @ 24" C 2X6 FACEBOARD W/ PNT. STL. FASCIA VENTED VINYL SOF (3) PLY 2X12 MSR HEADE 2X8 KNEE -BRACT W/ 12" 2X6 BLOCKI 27 GA. METAL SID (3) PLY 2X8 GLU-LAM PC W/ R-191 2X8 PURLINS @ 24" ( 4' WAINSC( 2X8 P.T. SKIRTBOARD PC8300 PERMA COLUMN 94" CIA X io,, rnNrRFTF FnnTINC; FINISHED AREA WALL DETAIL SCALE: 3/4"=V-0" A. METAL CEILING -30 INS. DNCRETE SLAB " STONE BASE A400 4" CONCRETE W/ 4" STONE BUMP -OUT WALL DETAIL SCALE: 3/4"=1'-0" 101 nl V 7V-17 6ACln LJCAIICn ■ / n7 n n R Ar--rA I n/1nrlAln nx/A _rml lr%r% rll ^r%l/1k1/1 SCALE: 3/4"=1'-0" A400 O.C. K6 FACEBOARD // PNT. STL. FASCIA DLY 2X12 MSR HEADERS P.T. POST 16" DIA. X 6" CONCRETE FOOTING W/ 10" CONCRETE BACKFILL HEADER -POST CONNECTION DETAIL SCALE: 1 1 /2"=1'-0" A400 NEERED TRUSSE @ 48" 0. C. 10) 12D GUN NAIL @ EQ. SPACING% 2X12 HEADER ) PLY 2X6 POST A400 W PROJECT NORTH i, x i cc M co O T Lo co r- Lu r ti �i� C U. Lu Z mad' Z r C ..1 M N = ti LEA Z yj Z 0 x G. m 0 c3 a a y G Z a 0 x Lu C� 5 O O Cfl � ca U-3 x N woo, L� t7 W J u r La Q w y ~ W ~ p — A V1 SCALE AS NOTED DATE 06-27-2016 DRAWN BY CAM SEAL L,T1 {��fr'r�rJ.11�lllLiYti�i JAMES A.KOPPENHAVER 304 LOGAN AVENUE WYOMISSING PA,19610 (484) 794.9945 JKOPPESTI a(�AOL.COM y cm Z o m � f� V O G� Q � O !I R W y — a � '� Lai z W W U w W CZ r t� 0- 2Z Lo y SHEET NUK116-IR PROJECT NORTH PROJECT NORTH I, a� ❑❑❑ FIFIFIFIF ❑❑❑ FIEIH ELIDE I ❑❑❑ F -IFIFIF] LIH ❑❑❑ :1[1E1F1F- i ca O T Ul M W O _ Lu r ~ v LaCL REAR ELEVATION �� ��� z o a aw cn CD SCALE: 3/16"=1'-0" A200 a a 4 W �L O co N = Lu 'S W O 0 0 oC ss �z �C c% co oas 1L z � lil �; it j ii = w LEFT ELEVATION 2 RIGHT ELEVATION 3 SCALE AS NOTED DATE 06-27-2016 SCALE: 1/8"=V-0" A200 SCALE: 1/8"=V-0" -A200 DRAWN BY CAM SEAL ZZ ,'f1J��'di lldNIL�5ti1 , JAMES A. KOPPENHAVER 304 1-OGAN AVENUE WYOWS SING PA, 19610 (484) 794 - 9945 JKOPPESTI AOL.COM co ca o o ❑ r� L H H HH J H H UH M MH cm W FRONT ELEVATION Lu U cm cm SCALE: 3/16"=1'-0" A200 Z to CA �� SHEET NUMBER PROJECT Of) 27 GA. METAL ROOF ENGINEERED TRUSSES @ 48" ( 2X4 PURLINS @ 24" ( 2X6FACEBOARE W/ PNT. STL. FASCIA VENTED VINYL SOF (3) PLY 2X12 MSR HEAD[ 2X8 KNEE-BRAC W/ 12" 2X6 BLOCK 27 GA. METAL SID (3) PLY 2X8 GLU-LAM PC W/ R-191 2X8 PURLINS @ 24" ( 4' WAINSC( 2X8 P.T. SKIRTBOARD PC8300 PERMA COLUMN 24" DIA. X 10" CONCRETE FOOTING FINISHED AREA WALL DETAIL SCALE: 3/4"=V-0" A. METAL CEILING 30 INS. )NCRETE SLAB 'STONE BASE A400 01 f) n7/%A 11/rTAI Y'%^^r-IK 1/1 4" CONCRETE W/ 4" STONE BUMP -OUT WALL DETAIL SCALE: 3/4"=V-0" /21 DI V 7V47 RACD LJCAPICD n\/A Tr11 Inn ml ^^IZIR IrN SCALE: 3/4"=1'-0" A400 O.C. K6 FACEBOARD // PNT. STL. FASCIA DLY 2X12 MSR HEADERS P.T. POST 16" DIA. X 6" CONCRETE FOOTING W/ 10" CONCRETE BACKFILL HEADER -POST CONNECTION ['DETAIL SCALE: 1 1/2"=V-0" A400 INEERED TRUSSE @ 48" O.C. 10) 12D GUN NAIL @ EQ. SPACING 2X12 HEADER ) PLY 2X6 POST A400 1—i PROJECT NORTH I, r 1 co co M O r�. L Lu r r• tea' z = oaf �U- cc ca W Z a a `i o r.• ca c RCr z o co CV C x T ti Lid Z Lil v x 0 C3 a. a y C Z 0 x W a =.a m O O cc cm � Z y 1.o ~ N W J J y a SCALE AS NOTED DATE 06-27-2016 DRAWN BY CAM SEAL JAMES A. KOPPENHAVER 304 LOGAN AVENUE WYOWSSING PA,19610 (480 794.9945 JKOPPESTI@AOL.COM w cz Z � st N O O m fii- 2E O Ct cc cc O J W U).j Z 0 W W r Rl W J = r W " W co r O a 2C m ca SHEET NUMBER A400