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725 ATLANTIC BLVD UNIT 9 - PERMIT COMM17-0021 DWGSARCHITECTURAL G-1 CODE DATA G-2 LIFE SAFETY PLAN A-1 EXISTING FLOOR PLAN/DEMOLITION PLAN A-1.1 FLOOR PLAN A-1.2 KITCHEN EQUIPMENT PLAN &SCHEDULE A-1.3 EXISTING ROOF PLAN A -1.3A NEW ROOF PLAN A-1.4 ROOF REINFORCEMENT PLAN A-2 REFLECTED CEILING PLAN A-3 DOOR &HARDWARE A-4 UL ASSEMBLIES PLUMBING P-1 PLUMBING NOTES, SCHEDULES, DETAILS & RISER P-2 GAS PLUMBING & DOMESTIC WATER PLAN P-3 GREASE & SANITARY WASTE PLAN P-4 PLUMBING DETAILS MECHANICAL M-1 MECHANICAL NOTES, SCHEDULES & DETAILS M-2 MECHANICAL PLAN M-3 HOOD SPECIFICATIONS M-4 HOOD SPECIFICATIONS M-5 HOOD SPECIFICATIONS M-6 HOOD SPECIFICATIONS ELECTRICAL E-1 LEGEND, NOTES, AND SCHEDULES E-2 LIGHTING PLAN E-3 POWER PLAN E-4 ELECTRICAL SPECIFICATIONS EXHAUST HOOD FIRE PROTECTION NOTES 1. FIRE PROTECTION SYSTEM: EQUAL TO "ANSULEX" LIQUID FIRE SUPPRESSION PROVIDE (1) ANSUL R-102 LIQUID SYSTEM PER U.L. 300 & PER NFPA 96. PROVIDING DUCT, PLENUM, AND FULL COOKING APPLIANCE COVERAGE. 2. CONTRACTOR TO SUBMIT DRAWINGS FOR EXTINGUISHING SYSTEM AND SHALL APPLY FOR PERMIT AND BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 3. CHEMICAL EXTINGUISHING SYSTEMS SHALL BE INSTALLED PER N.F.P.A. STANDARD 96 TO PROTECT COOKING EQUIPMENT AND EXHAUST SYSTEM. 4. CONTRACTOR SHALL SCHEDULE REQUIRED TEST FOR FINAL INSPECTION AND APPROVAL BY FIRE INSPECTOR AND/OR GOVERNING AGENCY. 125P INDICATES EXIT OR EXIT ACCESS, NUMBER OF PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS, 32 AND EGRESS CLEAR WIDTH (AT DOORS). m m m m m SAMPLE EGRESS TRAVEL PATH AND DISTANCE ■ � ■ ■ � EXISTING TWO HOUR FIRE -RATED WALL (FIELD VERIFY) • ■ NEW TWO HOUR FIRE -RATED WALL -� FIRE EXTINGUISHER TYPE "A" (UL RATING 3A-40B:C) MULTIPURPOSE DRY CHEMICAL FIRE EXTINGUISHER TYPE "B" (UL RATING 2 A:K) 6 LITER (1.56 GAL) EXTINGUISHER FOR CLASS K FIRES EQUAL TO KITCHEN ONE MODEL #KS -6000 BY PYRO-CHEM FIRE EXTINGUISHERS SHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANY CLASS A FIRES (ORDINARY COMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) CLASS B FIRES (LIQUIDS, TARS, OILS, GASES) CLASS C FIRES (ELECTRICAL EQUIPMENT) CLASS K FIRES (COOKING MEDIA - VEGETABLE OR ANIMAL OIL AND FATS) MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF MAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FT TO A "K" EXTINGUISHER = 30 FT THE PF OJECT IS A RESTAURANT EXPANSION WITHIN AN EXISTING SHOPPING CENTER. THE BL ILDING IS CONSTRUCTED WITH LOAD-BEARING STEEL COLUMNS, STEEL BEAMS, BAR JOISTS AND METAL DECK. FLORII IA BUILDING CODE 5th EDITION (2014) FLORIDA FIRE PREVENTION CODE 5TH EDITION (ENCOMPASSING 2012 ON NFPA 1 & NFPA 101) OCCU ANCY CLASSIFICATION OF TENANT SPACE: ASSEMBLY (A-2) FBC 303.3; NFPA 3.3.22, 3.3.178.2 AND TYPE IIB STRUCTURAL FRAME 0 CHAP ER 12. RESTAURANTS AND DRINKING ESTABLISHMENTS WITH AN OCCUPANT LOAD OF GREATER 8 PERSON BOOTH (9 x 8) z RING WALLS z Z THAN 0 PERSONS. 0 INTERIOR = 10 OCCUPANTS Z W CONS 'RUCTION: FBC SECTION 602.2 - TYPE IIB, UNSPRINKLED 0 Z Q Z O 2 w H _ ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLE 503 - TYPE IIB, UNSPRINKLED w Q w J Q Q 0 z FL 3 MAX. HEIGHT - 55'-0" 0 IN z m 0 u. 0 OC MAX. STORIES - 2 D IN LUDING SUPPORTING BEAMS AND JOISTS z O W BASIC ALLOWABLE AREA . 9,500 SQ. FT. Oc) �n w Q EXISTING AREA: 2,741 SF WU �L) < Q © W ADDITIONAL AREA: 1,628 SF ,Z v a) 0 a)M 7 , a) -2 TOTAL AREA: 4,369 SF Q m Q 00 Na)U OWE ZU � �o��-0ccm OLD COOL O U TYPE 118 - TABLE FBC 601 TOYS '� W J TYPE IIB - TABLE FBC 602 FIRE BUILDING ELEMENT TYPE IIB STRUCTURAL FRAME 0 INCLUDING COLUMNS, GIRDERS, TRUSSES 8 PERSON BOOTH (9 x 8) BEA, RING WALLS 1 EXTERIOR > 5 0 INTERIOR = 10 OCCUPANTS <10 NO BEARING WALLS AND PARTITIONS 0 EXTERIOR =1 OCCUPANT SUBTOTAL NO BEARING WALLS AND PARTITIONS 0 IN 'ERIOR > 30 FL 3 R CONSTRUCTION 0 IN LUDING SUPPORTING BEAMS AND JOISTS TOTAL OC F CONSTRUCTION 0 IN LUDING SUPPORTING BEAMS AND JOISTS z O TYPE IIB - TABLE FBC 602 FIRE SEPARATION DISTANCE TYPE OF CONSTRUCTION GROUP A-2 = 44 OCCUPANTS (FT) (A-2) =18 OCCUPANTS 8 PERSON BOOTH (9 x 8) < 5 OTHERS 1 ❑ > 5 OTHERS 1 = 10 OCCUPANTS <10 237 SF (GROSS)/300 SF PER PERSON = 1 OCCUPANT - STORAGE >10 =1 OCCUPANT SUBTOTAL m U_ < 30 IIB 0 LESS THAN 300 PEOPLE; NO > 30 ALL 0 O ZZ �a3 »w mv> O� . Win o< LL v0 AS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS ?EVIEWED BY:DATE: M 0'1 ATED ACCESSORY OCCUPANCIES (FBC TABLE 508.4): EPARATION OF AN ASSEMBLY OCCUPANCY FROM A MERCANTILE OR BUSINESS OCCUPANCY - HR WITHOUT A SPRINKLER SYSTEM ATED ACCESSORY OCCUPANCIES (FLORIDA FIRE PREVENTION CODE TABLE 6.1.14.4.1(a & b)): EPARATION OF A MERCANTILE OCCUPANCY FROM A MERCANTILE OR BUSINESS OCCUPANCY - HR WITHOUT A SPRINKLER SYSTEM). PANT LOAD: MINIMUM OCCUPANT LOAD - FBC TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7): MERCANTILE: 30 GROSS SF PER PERSON OFFICE: 100 GROSS SF PER PERSON COMMERCIAL KITCHEN (PREP AREA): 200 GROSS SF PER PERSON (FBC) COMMERCIAL KITCHEN (PREP AREA): 100 GROSS SF PER PERSON (FFPC) STORAGE, STOCK: 300 GROSS SF PER PERSON QUEUING AREA: 5 NET SF PER PERSON 2 PERSON TABLES (2 x 1) 4 PERSON TABLES, BOOTH & BANQUETTE (4 x 11) 6 PERSON TABLE (6 x 3) 8 PERSON BOOTH (9 x 8) BAR STOOLS (19) PREP, KITCHEN & DISHWASHING 989 SF (GROSS)/200 SF PER PERSON WALK -IN -COOLER; DRY STORAGE 237 SF (GROSS)/300 SF PER PERSON STORAGE 212 SF (GROSS)/300 SF PER PERSON SUBTOTAL TOTAL 40 OUTDOOR SEATS = 2 OCCUPANTS = 44 OCCUPANTS = 18 OCCUPANTS = 72 OCCUPANTS =19 OCCUPANTS = 5 OCCUPANTS = 1 OCCUPANT = 1 OCCUPANT =162 OCCUPANTS =202 OCCUPANTS - 2 PERSON TABLES (2 x 1) 1111 = 2 OCCUPANTS 4 PERSON TABLES, BOOTH & BANQUETTE (4 x 11) = 44 OCCUPANTS 6 PERSON TABLE (6 x 3) (A-2) =18 OCCUPANTS 8 PERSON BOOTH (9 x 8) = 72 OCCUPANTS BAR STOOLS (19) ❑ = 19 OCCUPANTS PREP, KITCHEN & DISHWASHING 989 SF (GROSS)/100 SF PER PERSON = 10 OCCUPANTS WALK -IN -COOLER; DRY STORAGE 237 SF (GROSS)/300 SF PER PERSON = 1 OCCUPANT - STORAGE 212 SF (GROSS)/300 SF PER PERSON =1 OCCUPANT SUBTOTAL m U_ =167 OCCUPANTS W LESS THAN 300 PEOPLE; NO � z CE SPRINKLER SYSTEM REQUIRED o� (FFPC/NFPA 101 12.3.5.2) TOTAL 40 OUTDOOR SEATS =207 OCCUPANTS R FINISHES: I AS REQUIRED BY FBC TABLE 803.9 (UNSPRINKLED): OCCUPANCY VERTICAL EXITS EXIT ACCESS CORRIDORS ROOMS & ENCLOSED SPACES ASSEMBLY (A-2) A A B HIRED BY NFPA 101 TABLE A.10.2.2: OCCUPANCY VERTICAL EXITS EXIT ACCESS OTHER SPACES ASSEMBLY < 300 A OR B A OR B AOR B CLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 MEA 4S OF EGRESS: MAX MUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC TABLES 1005.1 & 1016.1, & FFPC/NFPA TABLE A.7.6,12.2.5 & 12.2.6: MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLED): ASSEMBLY - 200 FT NFPA 101 - 200 FT (ASSEMBLY NFPA 12.2.6.2) MAXIMUM DEAD END CORRIDOR LENGTH (ASSEMBLY): 20 FT (FBC 1018.4) NFPA 101 - 20 FT (ASSEMBLY NFPA 12.2.5.1.3) EGRESS WIDTH PER PERSON SERVED: OTHER EGRESS COMPONENTS (CORRIDORS, RAMPS, ETC.) =.02" (0.2" x 153 OCCUPANTS = 30.6" REQUIRED - 96" PROVIDED; 96" CAN ACCOMMODATE 480 PEOPLE) MINIMUM CORRIDOR AISLE WIDTH: 44" (FBC 1018.2 & FFPC 12.2.3.8) MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32" (32"/.02" PER PERSON = 169 PERSONS) DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1008.1.2) COMMON PATH OF TRAVEL (UNSPRINKLED): 75 FT (FBC 1014.3); NFPA 101 - 20 FT; 75 FT FOR LESS THAN 50 PEOPLE (ASSEMBLY) (FFPC 12.2.5.1.2) CORRIDOR FIRE -RESISTANCE RATING (FBC TABLE 1018.1): ASSEMBLY GREATER THAN 30 OCCUPANTS w/OUT A SPRINKLER SYSTEM -1 HOUR FIRE RATING REQUIRED DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1008.1.2) NORTH 1111 BEACH /CANTI BISTRO LOUIE (A-2) *4Y/. ATLANTIC BLVD THE FISH COMPANY (A-2) ATLANTIC THE ARTISTREE POTTERY FAUX FINISHING SUPPLY & VENETIAN PLASTER GREASE TRAPS roo 0 j OVERALL BUILDING PLAN SCALE: N.T.S. D] VINEYARD CHRISTIAN FELLOWSHIP a� '9 s r ,g 1 1�" PROJECT LOCATION PROJECT SITE FLORIDA STATE MAP DUVAL COUNTY MAP NOT TO SCALE e� NOT TO SCALE "o j � g SITE VICINITY PLAN Q SCALE: N T.S. 0 3 z w v) Lu z 0 CNS Z Z U z _c � } w O oazN NZ - W z� wW ~LNa- z��z x 00w3 ao ctuWV) to . CL 0 U o 0 Q_ N w 'o >- 0 O a: 0 m d z aooZ F- te a c=90w� zz~ w o 0�0I_ a U V)Zm z a wwz00 > 0 N w N m LLJ ry Z W r CL d z Naw Loa w 3 3 z woV,a z�ir(Ln' cnwaw w= x = C) w 1 El ❑❑ F-1 W V ❑ Z ❑ ' m U J Li w Z ct z _ Q < W Q m U_ � W rn 0 � z CE o� W(� 0 Z 0 mN z � z O W M Oc) �n w Q WU �L) < Q © W ao m Uj a) ,Z v a) 0 a)M 7 , a) -2 WZ Q 00 Na)U OWE ZU � �o��-0ccm U) O U v.- U) N N "_o 'dU6OQo)0OOM Q '� W J � LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-1 o W oN Q nx ' m U J Li w Z 0 z _ Q < Q m U_ � LCA N � z w d z O �n w < Q 0 w 0 O U w d W J � F= w w = (/� O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-1 ®iuw coats 80' //M/ M//M//�//�//meqq//�//�//meq�//////•///////1�//////////m//lIIIIIIIIM lI0IIIIII//� E"= �®iuw O . 2 POOR COa�IZ CONVRClloN 3 COMPrr\I In, SINK vZ �' + i I ( I On ! OVEN I I al 55' 1 � TOILET BAR I I \ (2) F R5 6 DIJ W OVEN �i -=--=L------ c�w>LL�----------+�+�-------- 1 01 SpRRP RAIL ICR 1A LL ( I J I I , II I I ' ---------------------------- - ----JI -- -------- ------J D00000000000 EXTERIOR SEATING 100 1 1 Q w z 01601? Q 32" w1i ul �1 I I NI I11 I I •I I I I I� � Ilil 111 � I Ill��l1l1u ullI luul I F]-----SiJ LIFE SAFETY PLAN I DINING 100 9z 4 u 3 CT] E KITCHEN 105 N 3 COMt'APTWW SI � 1 64' �1 � 1 9 DISHWASHING �, 1 104 ,' 1 UTILITIES 1 107 1 CHIP WARM, t5/ 51'PDI,E MOV 51NK 1 ImWill 101 mm 1 HALL 1 1 100 1 - - ---- ---------------------- 01 Mill Wl Ml IN < II m wo LLJ pltVl� _-- I --------------- TOILET =________________ . i L n I 102 ' I j VI IIII I I I o Mlll II I I III �I II II ' II I II - -- - TOILET II 103 ; /� II CID W 1 5% OF SEATING SHALL BE ACCESSIBLE COMPLYING WITH SECTION 902 FBC-ACCESS 226.1 40 (28" HIGH MIN.; 34" HIGH MAX FBL-ACCESS 902.3) 5% OF 155 SEATS IS 8 ACCESSBILE TABLES SHALL HAVE DINING SURFACES BETWEEN 28" AND 34" (FBC-ACC 902.3) ACCESSBILE TABLES SHALL HAVE CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH (FBC-ACC 305 (30" x 48")) AND KNEE SPACE PER FBC-ACC 306 MAIN ENTRANCE ACCOMMODATES 50% OF THE TOTAL OCCUPANT LOAD (FBC 1028.2; NFPA 12.2.3.6.2(1)) mIImI1011mI1011011mIImIImI WALK-IN COOLER 108 DRY STORAGE 109 EXISTING 45 MIN, FIRE RATED DOOR FRAME (LOCKED IN THE CLOSED POSITION) NEW TWO HOUR FIRE RATED WALL s . 160P 32" LOCKS ON EXIT DOORS SHALL NOT OL OR SPIECIRE AL KNHE OWLEDGE GE OF A E OIk EY EFFORT FOR OPERATION FOR OPERATION FROM EGRESS SIDE UNLESS THEY MEET THE REQUIREMENTS OF NFPA 101 7.1.2.5. NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY W/ANSI/CABG A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN SHALL COMPLY WITH FBC-ACCESSIBILITY 703 . D 0 x 3 z w w Z toZUO U. Z Z U Z ¢ - 3�vi� E Zwu ¢ LL N z U i w Z �oww N N d Z uj ry U 0O O �0N� �0 WW� LL, ¢ooZ x 1-Z C� O w 0 �ZZ~ w o oQL)F- U Nm Z Q W W ZO 0 N m Mzwo r<aZ v aw W 0 - N w 3 Z w x mw -j w OV)n' O o L N in LJ waw 0iEw Q _ 36" FLAT fOY -12" FIAT VY 0 0 55' 1 � TOILET BAR I I \ (2) F R5 6 DIJ W OVEN �i -=--=L------ c�w>LL�----------+�+�-------- 1 01 SpRRP RAIL ICR 1A LL ( I J I I , II I I ' ---------------------------- - ----JI -- -------- ------J D00000000000 EXTERIOR SEATING 100 1 1 Q w z 01601? Q 32" w1i ul �1 I I NI I11 I I •I I I I I� � Ilil 111 � I Ill��l1l1u ullI luul I F]-----SiJ LIFE SAFETY PLAN I DINING 100 9z 4 u 3 CT] E KITCHEN 105 N 3 COMt'APTWW SI � 1 64' �1 � 1 9 DISHWASHING �, 1 104 ,' 1 UTILITIES 1 107 1 CHIP WARM, t5/ 51'PDI,E MOV 51NK 1 ImWill 101 mm 1 HALL 1 1 100 1 - - ---- ---------------------- 01 Mill Wl Ml IN < II m wo LLJ pltVl� _-- I --------------- TOILET =________________ . i L n I 102 ' I j VI IIII I I I o Mlll II I I III �I II II ' II I II - -- - TOILET II 103 ; /� II CID W 1 5% OF SEATING SHALL BE ACCESSIBLE COMPLYING WITH SECTION 902 FBC-ACCESS 226.1 40 (28" HIGH MIN.; 34" HIGH MAX FBL-ACCESS 902.3) 5% OF 155 SEATS IS 8 ACCESSBILE TABLES SHALL HAVE DINING SURFACES BETWEEN 28" AND 34" (FBC-ACC 902.3) ACCESSBILE TABLES SHALL HAVE CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH (FBC-ACC 305 (30" x 48")) AND KNEE SPACE PER FBC-ACC 306 MAIN ENTRANCE ACCOMMODATES 50% OF THE TOTAL OCCUPANT LOAD (FBC 1028.2; NFPA 12.2.3.6.2(1)) mIImI1011mI1011011mIImIImI WALK-IN COOLER 108 DRY STORAGE 109 EXISTING 45 MIN, FIRE RATED DOOR FRAME (LOCKED IN THE CLOSED POSITION) NEW TWO HOUR FIRE RATED WALL s . 160P 32" LOCKS ON EXIT DOORS SHALL NOT OL OR SPIECIRE AL KNHE OWLEDGE GE OF A E OIk EY EFFORT FOR OPERATION FOR OPERATION FROM EGRESS SIDE UNLESS THEY MEET THE REQUIREMENTS OF NFPA 101 7.1.2.5. NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY W/ANSI/CABG A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN SHALL COMPLY WITH FBC-ACCESSIBILITY 703 . D 0 x 3 z w w Z toZUO U. Z Z U Z ¢ - 3�vi� E Zwu ¢ LL N z U i w Z �oww N N d Z uj ry U 0O O �0N� �0 WW� LL, ¢ooZ x 1-Z C� O w 0 �ZZ~ w o oQL)F- U Nm Z Q W W ZO 0 N m Mzwo r<aZ v aw W 0 - N w 3 Z w x mw -j w OV)n' O o L N in LJ waw 0iEw Q _ O 00 Fl Q o 6 cr) CD Z ❑ oN J U) Q x O -� w w z z W z Q w131 W M m o V 00 U Q ❑❑ Fl o 6 r� ❑ Z ❑ oN J U) Q x M O -� w w z z W z cr' rn � W M m o V 00 Li.. (' Lo 0 cW G z o mN zo W QIN M z O O U)J U) � � o 0 W &mQ"- °0) Ll �F- co >a�°'°' �- cEm W= Q,Oo m°"' © _o ZCpjr 0UJ o U) N N 'O "O U) 11-000 M � 0) 0 _00 LL LL w � DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-2 o zW r� oN J r� Q x M O -� w w z z 0a z _ Q � LLJ °n O V ) W a z O EL w Ll w Q U) Li LL_ J w � W Q � J f— w w = cn o z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-2 _Awon cowlamw 5K 80BAR VaL , amt -_-_- -_-_- ------------ 0000 0000000000000 _______000000000000000000 ' O FIE o/ 0 /i •pKb% now — _ WON I O 32" Hozr DINING t I I I I I � b FLgI 6PE `R411 I b SEATING CCC l� Aja Aj■� �►'�►.� m 51tAM fMl! KITCHEN I SLCNP/ArnEM St,. � I O ♦6A ♦ ♦ I UTILITIES A= MINK DRY STORAGE ♦ SiK,!! IC 5/51/0.E ?� FIRE RATEDWAL L HALL ,!! 16op 32' Lu TOILET NEW EXIT LIGHT THE FISH CO. (A-2) OUTDOOR SEATING our000a��'`jt'�ATLANTIC POTTERY �.n sNe �.OSUPPLY, INC. (M) Fc z G= FIRST COAST CENT[ R FOR THE ARTS (A-3', OUTDOOR DANCE STUDIOSEAMEC NORTH BEACH BISTRO (A-2) SFjORE THINGS (M) ALANTIC BEACH BfiEWING CO (M) NAIL SALON (B) ATLANTIC EAST ANIMAL CLINIC (B) ART STUDIO (B) ATLANTIC BEAC BREWING CO (F. 2) BREWING IN TH BAY OVERALL BUILDING PLAN SCALE: N.T.S. it w �O Lu C� O Lu U Ln Ln 45 MIN. EXIT LIGHT & SIGN FE EXIT SIGN FIRE w/DIRECTIONAL ALARM RROW PULL STATION PANIC HARDWARE NORTH BEACH BISTRO (A-2) EGRESS CORRIDOR FIRST COAST CENTER FOR THE ARTS (A-3) 134'-0" 141'-114" OVERALL LIFE SAFETY PLAN SCALE: 1/8"= V-011 is NEW EXIT LIGHT MECHANICAL ROOM EXIT LIGHT 1PND GNI CFE 1 tAACC FIRE . w ALARM 0 PULL w �-- STATION W U.1 _j ❑ 3'. 11- < ❑ � wX Z uj DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT - C) 0 _ co Q d - co a W o ry Q w _? O Q w m U --Ij U Q ❑❑ a El 11 V W ❑ Z ❑ � u� X M U -� LJ z W 0 M 0) Q t� W M rn 0 p►/ Z LL w O CV O If) a J W O o Z In04 zCD z W QC14 M _c Or^ U) LL Q U) — _M 00 BE W a) CL*- a) z LLJ M 00 T_ rn .r V yam_+ C cE W = >_�of Q O OUS a) a) a) L) © 2 C� c oir U5 O'4 v N -a m cc 0 U Ow I e-YNN O U d' d 2'2 a 0 Q M � 00} � _O _O LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-3 a z o W � Q � oN J X M U -� LJ z Z 0 z Q w < a J Q Ln m U I _ z m g Q z z LTJ z LLJ Ld z 0 U 0 U <r- U-) o w LLJ LLJ _< w OW Q i N N �- O LiJ C CV w w =o (/7 z N DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET G-3 L O 00 O tD LO �t O T (� l/ / O _ J ' Li CD e 73'-11 �" 47'-0j” 11 15-8j" REMOVE EXISTING EXHAUST HOODS RELOCATE COMPARTMENT SINK ------------------------ --- ---------------------------------- ------------------ ---------------------------------------- ---- coma I �w 2 DOOR COOLER o o I DUAL OVEN:FLTATOPI(` NIS d I PREP TABLE I z >_3 COMPA TMENT SI K iI z I I ¢� w Zo I Q _ I o Q J 3 COMPARTMENT SINK Y I= REF CHEF'S BASE -�� NV21 I I I I �' = m + - - - 10' EXHAUST HOOD N ICE WELL & Qm I I I-------------------_ -T -LI -------------� w 11 '�------------------- j 26'-3" o DISHWASHING SPEED RAIL 0 ICE WE 11 EXHAUST HOOD z I „ L------------------- - -- � = 1 w I I 4 -11„ , m a PREP TABLE ~ - - - - -1 3 ✓tel 43214 REF. N --------------- co d32id 2131000 N STEAM ABLE 31841 S/S 318Vi S/S I c� F) c� C-) C-) (_� C-) F) F) REMOVE EXISTING WALL UJ r� U -j 1 -------- 1J) Y I F Y 16'-0" I � ui a o _ z pp = PREP TABLE SODA M C INE W/ICE B r ---J------- ---- ------------------------------------ RELO S E EXISTING ----- -- ------------ ----- ----- CHIP TABL0 0 o a 18'- w w w z z_ NO 3213d Z NOS213d 9 NOS2J3d 9 z - N OEl F1� N RELOCATE EXISTING BOOTHS NO 3N3dZ 13'-6" EXISTING/DEMO FLOOR PLAN. 52'-10j" O V) x W J Q U_ ry H U W _J w REMOVE\EXISTING \ WALK-IN`s\ \ OLER 1 I CV WALK-IN WALK-IN COOLER 1 FREEZER i li 11 1i HALL 10'-2" CLEAR GENERAL NOTES: W z wQ 10'-3j„ 11'-14" CLEAR r W F- Rel 0 7'-11$" w O Il. (V(� r X Lu a z V 1. PATCH AND REPAIR ALL EXISTING MATERIALS AND FINISHES AT WALLS FLOORS AND CEILINGS WHERE AFFECTED OR DAMAGED BY NEW CONSTRUCTIbN OR REMOVAL OF EXISTING CONSTRUCTION. MATERIALS AND FINISHES SHALL MATCH EXISTING CONSTRUCTION AND FINISHES. ALL OPENINGS IN FLOORS, WALLS AND CEILINGS RESULTING FROM DEMOLITION OPERATIONS SHALL BE INFILLED WITH MATERIAL TO MATCH EXISTING CONSTRUCTION AND FINISHES. FIRE RATINGS OF EXISTING WALLS SHALL BE MAINTAINED. 2. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER. 3. VERIFY EXISTING FIRE RATINGS ON EXISTING PARTITIONS. PARTITIONS THAT ARE CUT TO INSTALL PLUMBING, ELECTRICAL & MECHANICAL SYSTEMS SHALL BE PATCHED AS REQUIRED TO MAINTAIN FIRE RATINGS. 4. REMOVE EXISTING SWITCHES, RECEPTACLES, JACKS, CONDUITS, ETC. ON WALLS NOTED TO BE REMOVED. 5. PATCH & REPAIR ROOF AFTER REMOVING CONDENSING UNITS. DEMOLITION NOTES: 1. -- --- - INDICATES WALLS, DOORS, FIXTURES, COUNTERS, ETC. TO BE REMOVED F- 0 0 W Of Z N Z U O Z Q U tri rW O Z Q Z n LnZ� W z� �ow NV)a. Z = U W �FQ0 ON Q cr U w W C) CL � C) U 0O O IL o N uj O_ �wW� 0 oa o af A Z m Qoo / ~ � QZ 0owo �ZV� oQw Ow U Q N m '00 _� L-cz) (n Wrn woo > CD N W Nm m F - w Li Z W } J a Z N 11 Z J Q W = K O — V) CL Z w0V)a w lnwaw 0iEw Q O 00 ❑❑ Q �t O ❑ (� l/ / O _ J ' Li CD e L Q m U J W W � z 0LLJ Lu U J cn C%) W m U o W wZ O W ck� O U oo� o U O �N z � O QM �N O (n LL a O 00 © O uj (D a 4-a) CO o i O cn (D 00 c `= c cn o w Q=OO a)0U ui OC)Q un o v- �(ANN -a m ca 'aa cn LJ Occ0c) M � 0) 0 _00 V) CD LL LL cn z cn cn Of x w w Q x of � x w Of 0:: w W w W w = cn o z W W W W W W 00 00 00 00 00 00 00 00 EXISTING/DEMO FLOOR PLAN. 52'-10j" O V) x W J Q U_ ry H U W _J w REMOVE\EXISTING \ WALK-IN`s\ \ OLER 1 I CV WALK-IN WALK-IN COOLER 1 FREEZER i li 11 1i HALL 10'-2" CLEAR GENERAL NOTES: W z wQ 10'-3j„ 11'-14" CLEAR r W F- Rel 0 7'-11$" w O Il. (V(� r X Lu a z V 1. PATCH AND REPAIR ALL EXISTING MATERIALS AND FINISHES AT WALLS FLOORS AND CEILINGS WHERE AFFECTED OR DAMAGED BY NEW CONSTRUCTIbN OR REMOVAL OF EXISTING CONSTRUCTION. MATERIALS AND FINISHES SHALL MATCH EXISTING CONSTRUCTION AND FINISHES. ALL OPENINGS IN FLOORS, WALLS AND CEILINGS RESULTING FROM DEMOLITION OPERATIONS SHALL BE INFILLED WITH MATERIAL TO MATCH EXISTING CONSTRUCTION AND FINISHES. FIRE RATINGS OF EXISTING WALLS SHALL BE MAINTAINED. 2. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER. 3. VERIFY EXISTING FIRE RATINGS ON EXISTING PARTITIONS. PARTITIONS THAT ARE CUT TO INSTALL PLUMBING, ELECTRICAL & MECHANICAL SYSTEMS SHALL BE PATCHED AS REQUIRED TO MAINTAIN FIRE RATINGS. 4. REMOVE EXISTING SWITCHES, RECEPTACLES, JACKS, CONDUITS, ETC. ON WALLS NOTED TO BE REMOVED. 5. PATCH & REPAIR ROOF AFTER REMOVING CONDENSING UNITS. DEMOLITION NOTES: 1. -- --- - INDICATES WALLS, DOORS, FIXTURES, COUNTERS, ETC. TO BE REMOVED F- 0 0 W Of Z N Z U O Z Q U tri rW O Z Q Z n LnZ� W z� �ow NV)a. Z = U W �FQ0 ON Q cr U w W C) CL � C) U 0O O IL o N uj O_ �wW� 0 oa o af A Z m Qoo / ~ � QZ 0owo �ZV� oQw Ow U Q N m '00 _� L-cz) (n Wrn woo > CD N W Nm m F - w Li Z W } J a Z N 11 Z J Q W = K O — V) CL Z w0V)a w lnwaw 0iEw Q O 00 ❑❑ Q �t O ❑ (� l/ / O _ J ' Li CD e L Q m U J W W � z 0LLJ Lu U J cn C%) W m U o W wZ C.D W ck� Q U oo� o U Df Q �N DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1 ❑❑ 0 E (j ❑ Z ❑ u Q � X ' m U J W W � z 0LLJ Lu U M C%) W m U o wZ Ln W ck� LLJ oo� o � Z �N z � W QM �N U) (n LL a 'O U- 00 © W uj (D a 4-a) CO o i © (D 00 c `= c o w Q=OO a)0U OC)Q un o v- �(ANN -a m ca 'aa LJ Occ0c) M � 0) 0 _00 CD LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1 o W oN Q � X ' m U J W W � z 0LLJ Z U Z < � m U Ln W ck� 0Q z w O o i z o_ o w cn w Q-1 0 CD z x w w Q Lil J � w W = cn o z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1 2190M C001 m nt?AWEp �� 3 noon COCUF #11 #1 o o O a #2 #12 3 C MPAPfMPNf511 a \ / \ 5� N5 SfEEI f/DLE EPDXY PAINT BAR HITE FRP 101 ICE V& . & CERAMIC TILE TO SpEEn SCE �� a I MATCH EXISTING6 ( I I I � ------------ ---- --- - -- - ----� I 0000000C)O0000000000 2 A-3 FLOOR PLAN SCALE: 1/4"=1'-0" DINING 100 CERAMIC T LE WALL TYPE SCHEDULE # TYPE DESCRIPTION INSULATION NOTES 2 DOOR COOLER 2 EXISTING 6", 20 GA METAL STUDS @ 24" O.C. UNDERBAR REFRIGERATION EXISTING TWO-HOUR FIRE -RATED WALL (FIELD VERIFY) j 1 WITH TWO LAYERS OF 5/8", TYPE "x" GYPSUM R-19 UL DESIGN U 419 5 1 WALLBOARD ON EACH SIDE; EXTEND WALL 6 1 FLOOR PLAN SCALE: 1/4"=1'-0" DINING 100 CERAMIC T LE WALL TYPE SCHEDULE # TYPE DESCRIPTION INSULATION NOTES 2 DOOR COOLER 2 EXISTING 6", 20 GA METAL STUDS @ 24" O.C. UNDERBAR REFRIGERATION EXISTING TWO-HOUR FIRE -RATED WALL (FIELD VERIFY) 1 1 WITH TWO LAYERS OF 5/8", TYPE "x" GYPSUM R-19 UL DESIGN U 419 5 1 WALLBOARD ON EACH SIDE; EXTEND WALL 6 1 CHEF BASE 7 TO ROOF DECK & FIRE SAFE RANGE 8 2 2 3 5/8",20 GA. METAL STUDS @ 24" O.C. WITH R-11 BRACE WALL TO LIMIT DEFLECTION TO 0240 10 2 1/2" GYPSUM WALLBOARD ON EACH SIDE; 11 SOUND ATTENUATION BATT GLASS SWING DOOR COOLER 12 EXTEND WALL TO 6" ABOVE ACOUSTICAL STANDARD DRAWER WARMER 13 1 SINGLE DOOR REFRIGERATOR CEILING 1 CHIP WARMER ~tea NEW 6",20 GA METAL STUDS @ 24" O.C. 2owo 9 Zz o NEW TWO-HOUR FIRE -RATED WALL w aoQ��' 3 WITH TWO LAYERS OF 5/8", TYPE "x" GYPSUM R-19 UL DESIGN U 419 O O uj WALLBOARD ON EACH SIDE; EXTEND WALL > N w (n C mm _ OA�Z�o TO ROOF DECK & FIRE SAFE O ID ID a z coir EXISTING 6", 20 GA METAL STUDS WITH W N H = -ozg.0 d Z 3 EXISTING UTILITY FURRING WALL IN FRONT OF EXISTING 2 HOUR z 4 3 5/8",20 GA. METAL STUDS @ 24" O.C. WITH Q I Q FIRE -RATED TENANT SEPARATION WALL O _O _ (nwaw 1/2" GYPSUM WALLBOARD ON EACH SIDE; LL LL CD EXTEND WALL TO 6" ABOVE CEILING 5 3 5/8", 20 GA. METAL STUDS @ 24" O.C. WITH R-11 BRACE WALL TO LIMIT DEFLECTION TO 0240 1/2" GYPSUM WALLBOARD ON EACH SIDE; � SOUND ATTENUATION BATT 4'-0" HIGH WALL f— 3 5/8", 20 GA. METAL STUDS @ 16" O.C. COORDINATE FINISHES & CONSTRUCTION OF THE 6 WITH ONE LAYER OF 5/8" MOISTURE RESISTANT KNEE WALL WITH TENANT &MILLWORK W W PLYWOOD ON EACH SIDE CONTRACTOR = cn WHITE FRP ON INSIDE OF BAR KNEE WALL - 52'-10i" --------------- CONVEC110NLl n I OVEN FAf TOP FLAT fop GfJMG CI CE FIG n #6 48 " COUNfEp 5 I3'1'NEP N ly L( 2% I - !-� i— -- — -} --- --——— — — — — —— STAINLESS STEEL PANEL PIZZA PWP fAPIL,E STEAM fA131 E PIZZA PREP fAMI STEAJvI fN(31 E -T -T -T -T -T -I F_T-T_T-T- _ 2 FRP F-+-+T+-+-i a s F-+ +++ +_I D Ll L_1_Ll_1_1_J #9 #10 #9 #10 KITCHEN 105 14'-11" los 16'-2" QUARRY TILE TO 104 MATCH EXISTING o 2 C� } LKUK G #13 0 I C� O ED DISHWASHING 3 ❑104 QUARRY TILE TO MATCH EXISTING g¢�D 0 �} PPt 50N 3 ❑ I # !ij 4 PM50N 0 I N054d 9 9'-8$,. oo TOILET 106 7'-11$" 106 10'-34„ — sm Low 1 f up; 5/5M HALL 100 TOILET 102 a 10'-2" CLEAR NOTES: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 718. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE WATER RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE EQUAL TO USG'S FIBEROCK'S BRAND AQUA -TOUGH INTERIOR PANELS. GYPSUM WALLBOARD PRODUCTS MUST BE RATED FOR WET LOCATIONS IN ACCORDANCE WITH THE TILE COUNCIL OF NORTH AMERICA (TCNA) HANDBOOK. GREEN BOARD IS NOT APPROVED FOR TOILET ROOM LOCATIONS. 5. PROVIDE P.T. WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVSIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM. 7. EXTEND INSULATION (THERMAL ENVELOPE) AND GYPSUM WALLBOARD (AIR BARRIER) TO THE INSULATED ROOF PLANE INSULATE FRONT WALL ABOVE STOREFRONT GLAZING TO THE ROOF DECK 8. PROVIDE COMMERCIAL GRADE SHADES AT EACH STOREFRONT WINDOW SECTION. NO STRINGS OR CORDS OR OTHER CHOKING HAZARDS CAN BE UTILIZED. 9. PROVIDE EXIT DOOR TACTILE SIGNAGE READING: "EXIT". SIGNAGE SHALL COMPLY w/ANSI/CABG A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN 10. STUD GAUGES LISTED AREA MINIMUM. INTERIOR CONCRETE SLAB INSTALLATION NOTES: 1. #4 x 12" LONG DOWELS @ 36" O,C. W/6" IN THE EXISTING SLAB AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP. TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 -11A x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO UTILITIES 107 QUARRY TILE (EXISTING) z n TOILET 103 11'-1j" CLEAR KI.C. CLOSURE TRIM PIECES W.I.C. SUPPLIER, TYP. WALK-IN COOLER 108 QUARRY TILE Mop 51W DRY STORAGE L) 109 a O 0 EQUIPMENT # QTY DESCRIPTION 1 1 2 DOOR COOLER 2 2 UNDERBAR REFRIGERATION 3 1 GAS CONVENTION OVEN 4 1 GAS GRIDDLES 5 1 GAS COUNTER GRIDDLE 6 1 CHEF BASE 7 1 RANGE 8 2 FRYER 9 2 PIZZA PREP TABLE 10 2 SEALED WELL ELECTRIC TABLE 11 1 GLASS SWING DOOR COOLER 12 1 STANDARD DRAWER WARMER 13 1 SINGLE DOOR REFRIGERATOR 14 1 CHIP WARMER I N r� OFF�cFC Op EVIS!ON o e'# _ w Ims N Cn ❑ Z ❑ 1Erwo zQZN U) o Ld I _z in W z Of FO w w z r Q w p. W W m U M rn =o=� W Ln N M rn 0 m z �oV)N oLo a: wo7F W� K U O O aoV'� m mo Z fL r omo� z C) z W a moa Z aooZ ~tea 2owo 9 Zz o A /0 w aoQ��' 0 0 o 0 a ) / sza� O O uj ^ > N w (n C mm _ OA�Z�o >O(n0) Q.>00 O ID ID a z coir 0mm W N H = -ozg.0 d Z 3 z M 0 N d Q I Q 2 omEn O _O _ (nwaw QDO o Q -t cn - C✓O LJ Q ~ O I q �. Q ' cyCE �\ U Q DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET z O Z W N Cn ❑ Z ❑ U) J LL Ld I _z C) Of Q z r Q a J W W m U M rn W Ln N M rn 0 Cf W z oLo Z W� Z 00 mN z C) z W 04 QM W VJ F_E 0 0 ©O W `�m�`��-°� � CID co,,-- C W= >O(n0) Q.>00 O ID ID © coir 0mm v MowSYN Q I Q U�t �f cu M m 0) O _O _ LL LL CD DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET z O Z W N Cn cV Q m J LL Ld I _z C) � Q z r Q a J a W m U Ln N Cf W Z Q z W 0 � V W w CD —� '1- L�j Q I o W � i f— I— W W = cn o z - DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET KITCHEN EQUIPMENT SCHEDULE EQUIPMENT O 00 PLUMBING ELECTRICAL REMARKS # QTY DESCRIPTION ❑ MANUFACTURER WATER WASTE GAS LOAD O '. Li O W HW CW DIR. INDIR BTU VOLTS HZ PHASE AMPS HP/WATT P 1 1 2 DOOR COOLER Q SPARTAN -SGBBB-58-SL mN } WG w W 110 60 1 2.6 1/4 NEMA PLUG 5-15P 2 2 UNDERBAR REFRIGERATION UPRIGH1 TRUE ( TDD -4 :D L) °o �z Q z moa., 115 60 1 9.1 1/3 = 3 1 GAS CONVENTION OVEN VULCAN I VC55G r cn occ cc a. �m ❑ 100,000 120 60 1 w _00 4 1 GAS GRIDDLES STAR I 836TSA Muo I DISHWASHING 120,000 120 60 1 .5 3/4" NPT; NEMA PLUG 5-15P w/6' CORD 5 1 GAS COUNTER GRIDDLE THERMA-TEK I TC48-48/TG U ~ W 120,000 W J Q � QUARRY TILE TO MOUNT ON TC48SC COUNTER STAND ON CASTERS 6 1 CHEF BASE EVEREST I ECB48D2 4 PERSON 115 60 1 W W 1/4 UTILITIES 7 1 RANGE z AMERICAN RANGE AR -5 107 x0 o 195,000 QUARRY TILE m 8 2 FRYER AMERICAN RANGE AF -35/50 z = ww m:�i 120,000 J ~ I d 1 /2" NPT 9 2 PIZZA PREP TABLE m ARTIC AIR I APP48R #1 wm 120 60 1 7 1/2 NEMA PLUG 5-15P 10 2 SEALED WELL EL _CTRIC TABLE ADVANCE TABCO I SW -3E-240 208/240 15.88 NEMA PLUG 6-20P 11 1 GLASS SWING DOOR COOLER TRUE TBB-4G-LD 115 60 1 10.7 1/2 NEMA PLUG 5-15P 12 1 STANDARD DRAWER WARMER VW2S 12 13 F1 SINGLE DOOR REFRIGERATOR ATOSA MBF8505 115 60 1 4 14 1 CHIP WARMER VULCAN VCW26 120 12.5 VERIFY ALL EQUIPMENT ALL EQUIPMENT GAS APPLIANCE & CONNECTIONS w/TENANT PRIOR TO INSTALLATION SHALL BE NSF RATED SHALL BE SET IN PLACE UNDER THE HOOD; MARK LOCATIONS ON FLOOR ENSURE POSI-SET SYSTEM USED FOR GAS APPLIANCES 2 DOOR C06M DRAWER 3 DOOR COOLEF#11 #1 WARMER #12 3 COMPARTMENT SINK L / 30"x30" STAINLESS STEEL TABLE Y BAR WHITE TP Fi-n-i-I ICE WELL & OXY PAINT SPEED RAIL CE WELL I CERAMIC TILE TO MATCH EXISTING = I I II F it ------------------- — -- ---- —JI -------------------------------------------------------j 2 A-3 m O 00 r_1 m o �t m z ❑ m ® z: to I � O '. Li O W O cn U)W m co J 3 COMPARTMENT SINK V) w P Q O mN } WG w W �N w G � 0 W O (n D U- Q UPRIGH1 wU :D L) °o �z Q z moa., m O 00 r_1 mm o �t ❑ z ❑ m ® z: to I � O '. Li O W O V) U)W m V J 3 COMPARTMENT SINK Lc)U N � w P Q O mN } WG w W �N w G � 0 W O (n D U- Q UPRIGH1 wU :D L) °o �z Q z moa., a NO 2J3d Z O nj NOS21dd 9 DINING 100 CERAMIC TILE NOSb3d 9 00 NOS2Ild 9 EQUIPMENT PLAN SCALE: 1/4"= 1'-0" NOT PART OF THIS PERMIT S., v-m� S., o CONVECTION 36 48" �I OVEN #3 GLRA�DIT�P FLAT TOP GR $ a V)zl ##44 #s _ _ _ ml z TOILET I =I REF IGERAT_B 48 " COUNTER D �I = J 106 CHE BASE 6 BU OVEN( RF�X RS w JL_L - n-- - -------------- _-_ O �� -t 7- cn y -- ---T--- ---------- 106 N� LL STAINLESS STEEL PANEL z>_ av) A A PIZZA PREP AM TAB PIZZA PREP TAM TABLE P -+-+-+-+-i 11[11'i F-+-+-i--+-f-1 F-L�-+-1-1a _1_1_J L_1_1_1_1_1_J #9 #10 #9 #10 KITCHEN 105 QUARRY TILE TO MATCH EXISTING Fff oz I T—t 41 rWii HALL 100 PROVIDE (1) DEDICATED CIRCUIT; (1) DEDICATED J.B. WITH 1/2" CONDUIT; & (1) STANDARD CIRCUIT @ EA POS O RP MOP SI m w 14 W.I.C. CLOSURE TRIM PIECES W.I.C. SUPPLIER, TYP, WALK-IN COOLER 108 QUARRY TILE DRY STORAGE 109 F- 0 r= � z W Ln W Z 0Zz- za—,� } W QO Z N N 0 Z W Z W frW WNa. Z D U Z �x�� F o= - �ou cy a ¢ o }Ocn¢ F-Uw" W a : F IL 0 U p O a. m wor w w oWoQ m z ao 0Z ~ a CDozwO Zz~ 0 W � ov-� U Q - � N Z Z UZo 12 40 N LoW Q 4e�_' 46 N W 10 cn m � ZWoz • a } J J _j d W J Q W (D F = OfU - N a. zn X W Q Q w W J W mN a W Z W W U Fn 'x Fn 0W a. W W7 X 2 0 F_ W F - Q O 00 r_1 F-1 o �t ❑ z ❑ m ® z: to I � m '. Li V) o w z W 0 �i- J U)W m o c = J 3 COMPARTMENT SINK Lc)U N � o P Q O mN } WG C W W �N Z z G � 0 W O (n D U- Q UPRIGH1 wU :D L) °o �z Q z moa., wREF z #13 f— om00 r > cn c-� = 4 PERSON a>0O Lo c� cu cc� ©=U r cn occ cc a. �m ❑ r cnN N OUo'� . w _00 M (A O LL LL w Muo I DISHWASHING � C� W n - 3 104 U < U ~ W W J Q � QUARRY TILE TO I— :2m m oL� I MATCH EXISTING 4 PERSON o) 3 W W UTILITIES - z o 107 x0 o QUARRY TILE m w(EXISTING) z = ww m:�i J ~ I d Q� o m #1 wm 4 PERSON w� S/S TABLE S/S TABLE Fff oz I T—t 41 rWii HALL 100 PROVIDE (1) DEDICATED CIRCUIT; (1) DEDICATED J.B. WITH 1/2" CONDUIT; & (1) STANDARD CIRCUIT @ EA POS O RP MOP SI m w 14 W.I.C. CLOSURE TRIM PIECES W.I.C. SUPPLIER, TYP, WALK-IN COOLER 108 QUARRY TILE DRY STORAGE 109 F- 0 r= � z W Ln W Z 0Zz- za—,� } W QO Z N N 0 Z W Z W frW WNa. Z D U Z �x�� F o= - �ou cy a ¢ o }Ocn¢ F-Uw" W a : F IL 0 U p O a. m wor w w oWoQ m z ao 0Z ~ a CDozwO Zz~ 0 W � ov-� U Q - � N Z Z UZo 12 40 N LoW Q 4e�_' 46 N W 10 cn m � ZWoz • a } J J _j d W J Q W (D F = OfU - N a. zn X W Q Q w W J W mN a W Z W W U Fn 'x Fn 0W a. W W7 X 2 0 F_ W F - Q O 00 r_1 F-1 Q �t ❑ z ❑ (n u O m J W Li 0 W LL' J U)W m o Z Lc)U N � o Q c0 G Z mN Q WG C W W J �N G QM 0 W O (n D U- Q wU :D L) °o �z Q W moa., El r_1 F-1 F-1 (j z w ❑ z ❑ (n E— Q m J W M 0 W LL' J U)W m o Z Lc)U N � oorn Q c0 G Z mN O Z � C W W J �N G QM 0 W O (n D U- Q wU :D L) °o �z © W moa., 0� f— om00 r > cn c-� W= a>0O Lo c� cu cc� ©=U r cn occ cc a. O�Q r cnN N OUo'� . O I, ns O -i _00 M (A O LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1.2 z w N N E— Q m J W 0 zU LL' J Q m Lc)U N � z Q Q W J 0 W U Co z a a. z W z O w � C� W n - Z W U ~ W W J Q � I— W W z o DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1.2 EXISTING DEMISING WALL BELOW ----- — — — — — — ------ --------------------------------------————————— ------------ ------ ------------- ------------------------------------------------------------------------------------------------------ I I i I I I I �0 EXISTING RTU EXISTING ROOF PLAN SCALE: 1/4"= 1'-0" I I I I I � I I I I---------------- O El Q -------- , I I I I I I I i I II I i I I I I I i EXISTING RTU I I I I I I I I I i i I I i I I I I I I I I I I I I I I II {� II I I I I II II II it , II ,� II II II I I I I I li l REMOVE EXISTING EXHAUST FANS EF EF I , I I I , I I �i II EXISTING RTU I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I i I I � I I � I I I I --1I LlX-�I EXISTING MAKE UP AIR UNITS O GAS VENT EXISTING RTU i I I I I EXISTING DEMISING WALL BELOW I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------------------- ------------------ --------�I I I II II , I I I I I I I I I , I I I I I I I i I i I I I II { I i I 5 0 x z w ujz w z 0 u z Z U z ¢ ay V5 W r w o O Q Z N L, Z- Ln z w w � �N �0=1- K O W N wpm 0000 a o Ln ori r oXo¢a- z m ® ¢ o o Z CD o Z ¢ Iowa c z� w Z o FoQ0 C O z 0 m ® O ¢ H N W O O y 0Lnw WLn cf)Wo z¢ a z �0-Z_j wvitx � o Ln a Z w a o a Q w J wocna- c9C3afco 05wa-w w x x x 0 f- w ❑❑ O El Q � z o Q Z ❑ cf) Z U) oN J cn o N m M x W Z F 0 C z Q o w Zn O o un # �N r V 0 0 N ZLo mod Q N Ld CD � LL - ) E' •cam © U) v 06 2Z Lu U < Q �, c avi ❑❑ El Fl (j z o ❑ Z ❑ cf) Z U) oN J N m M x W Z F 0 rn z W o w Zn o un m U_ r V 0 0 N ZLo mod C) Z(o N Q O�/U) � LL Q © U) v 06 2Z Lu O cn �m�� > a) a) �, c avi LL - CD O WZ Q.>0O Lo 0It It �a)U aUJ © _ („) Loo It It v-- (j) N N -q ns n3 70-0 _ r._00 D �Q Ovd"d' M � � � i O z LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-1.3 z o z W r� N cf) Z oN J N m LLCLJ x x Z F 0 _ UQ z w � Q m U_ < N � z w Q Z Z O cn LL - CD O w cr� O z cn X W W Q W J 1— W W = cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-1.3 \ \ NEW�XHAUST NEW EXHAUST \ HOO #1 BELOW HOOD #2 BELOW - - - - EXISTING DEMISING WALL BELOW ------------------------------- ---- --- ------------------------------------ I o,J EXISTING RTU TO REMAIN NEW ROOF PLAN SCALE: 1/4"= 1'-0" NEW RTU c�Fq a�--------------I i i I' I I II II I I L--------------- EXISTING -------------- El ------------- ------------- EXISTING RTU EXISTING RTU I I I I NEW CONDENSING I NEW MAU L — -J I UNIT FOR WALK-IN I I COOLER I II of �I I I I I a II II II II 0� I EXISTING RTU TO REMAIN I I I I I STAINLESS STEEL CLAMP--" NU- WIND PIPE STAfd-B PIPE STAND DETAIL SCPLE'. N.T.S. BASE PLATE (6"x6") ROOF MEMBRANE 3.5" MI DOUBLE STEEL ANGLE; SEE STRUCTURAL DRAWINGS I o Z w z W Z N Z0 O U z z U Z a - r w o z o a Z L' Li z www wN� �0 o aao O L Q �L)w� wpm 0OCw)0O aoo� www omoa z aOoz wow /r Z z o- / o C �w�� U a z O C' �NZW GAJ =wa oI _ y N w O Ld w o 0 w 0 M, xZwz Jaz J V)iaw- w a_ z x 3 V) w a o ¢ w0V)a UJUZn )waaw w=xx 0 r w r ❑❑ El El (j EXISTING RTU ❑ _Z El oN J TO REMAIN I Q m m U J w M I 0 GAS VENT I I I I I I I -- -------------------------- EXISTING DEMISING WALL BELOW ----------------- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I - - - - - - - - - - - ----- -J ----------------------------------------------------------------- Q a J Q - - - - - - - - - - - - - - - - - - - - - - - - -- - I I I I i I I LL 0) 0 � �Z m CAULKING I I I I I I c G W N QM �N 0�/u) ;SU- Q� ©U) EQUIPMENT �U I w U) a- JBONDING WATER BLOCK I W�- Z ¢•>0O �mU OL CLIP UNIT, DIREC ADHESIVE '� f6 f4 'O-0 '00 EM LL Q O U d Mca 0) _ FASTEN UNIT OR STRAP O LL LL W z '- UNIT IN ACCORDANCE WITH w Q h o LLJ wo N MFGR'S & THE FBC APPROVED FLASHING MEMBRANE LL F_ Ln FASTENING DETAIL CEJ : w W w w cv w rte-) m = cn 1/4" TEC SCREWS OR 1/4-20 0 0 0 ^ a PIPE STAND RAIL SELF -THREADING METAL N SCREWS (SAE GRADE 5) 'd -pp m STAINLESS STEEL CLAMP--" NU- WIND PIPE STAfd-B PIPE STAND DETAIL SCPLE'. N.T.S. BASE PLATE (6"x6") ROOF MEMBRANE 3.5" MI DOUBLE STEEL ANGLE; SEE STRUCTURAL DRAWINGS I o Z w z W Z N Z0 O U z z U Z a - r w o z o a Z L' Li z www wN� �0 o aao O L Q �L)w� wpm 0OCw)0O aoo� www omoa z aOoz wow /r Z z o- / o C �w�� U a z O C' �NZW GAJ =wa oI _ y N w O Ld w o 0 w 0 M, xZwz Jaz J V)iaw- w a_ z x 3 V) w a o ¢ w0V)a UJUZn )waaw w=xx 0 r w r ❑❑ El El (j W ❑ _Z El oN J Q m m U J w M Z0 W Q M W o Q a J Q p I— LL 0) 0 � �Z m ZO (D c G W N QM �N 0�/u) ;SU- Q� ©U) U �U 00 �Z w U) a- mm�� > 05 0) a,�cn c� W�- Z ¢•>0O �mU OL O Of � O �t d' ��N N '� f6 f4 'O-0 '00 EM LL Q O U d Mca 0) _ O LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-1 m3A o W r� z oN J Q m m U J w LX Z0 z Q z w Q a J Q m U I— ,n0 C", r'_z � W m Q z z O � w m W O O m W z W � w Q J f'— F_ W w = cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-1 m3A N E EXISTING RTU TO REMAIN EXISTING 1 HOUR FIRE -RATE GYP BD & METAL STUD TENANT SEPARATION WALL NEW RTU EXISTING BEAM LOCATION TYP.; FIELD VERIFY 0 c� z X W NEW L4x4x%" FRAME UNDER RTU CURB. TYPICAL ALL AROUND AND AT DUCT OPENINGS PER DETAIL ON THIS SHEET NEW EF ff, NEW MAU 0t EXISTING STEEL JOISTS TO BE 1 REINFORCED PER DETAILS ON a THIS SHEET, TYPICAL FIELD VERIFY EXISTING CONDITIONS WITH ARCHITECT ONCE EXISTING ACOUSTICAL CEILING HAS BEEN REMOVED - BAR JOISTS SIZES, SPACING, JOIST GIRDER/BEAM SIZES, ETC. MUST BE EXAMINED - THIS DRAWING FOR PRICING ONLY ROOF REINFORCEMENT PLAN SCALE: 3/16"= 1'-0" NEW EF �z,N_ EXISTING RTU Nx EXISTING RTU TO REMAIN Nx EXISTING RTU TO REMAIN �l NEW CONDENSING UNIT FOR WALK-IN COOLER NOTE: NOTE: INSTALL MECHANICAL CURB & OTHER ROOF TOP PENETRATIONS IN A MANNER SO AS TO NOT INSTALL PLUMBING VENTS & CHASES PENETRATIONS IN A MANNER SO AS TO NOT VOID THE EXISTING ROOF WARRANTY COORDINATE INSTALLATION w/LANDLORD VOID THE EXISTING ROOF WARRANTY COORDINATE INSTALLATION w/LANDLORD & EXISTING BUILDING ROOFING CONTRACTOR & EXISTING BUILDING ROOFING CONTRACTOR 15'-0" ADDITIONAL L 2x2xY4" AT FIRST TWO DIAGONALS AT END OF JOISTS EXISTING JOIST—/ " \ GIRDER (FIELD VERIFY) � OF SPLICE SPLICE DETAIL NOT TO SCALE C C f40'-0" (FIELD VERIFY) CURB BY HVAC NEW ANGLE FRAME, TYP. (2) 3/4"0 RODS EXISTING JOIST TO ' BE REINFORCED ADDITIONAL L 2x2xY4" DIAGONAL WEB MEMBER IF END OF UNIT DOES NOT FALL ON PANEL POINT (TYPCIAL ALL LOCATIONS) 25'-0" ELEVATION VIEW - JOIST REINFORCEMENT 'A -A' NOT TO SCALE AC UNIT OPENING - SEE PLANS WELD DECK NOTE: AT OPENING HVAC CURB NOT SHOWN FRAMES (TYP.) ------------------------------------ L 4 x 4 x 3/8" FRAME (TYPICAL) EXISTING JOISTS TO BE REINFORCED 4-3/4" O RODS x 20'-0" SEE PLAN FOR LOCATION. LAP 1'-6" EACH SIDE OF SPLICE � WHERE REQUIRED. TYPICAL AT EACH JOIST TO BE REINFORCED EXISTING JOIST SPACING SECTION AT ROOF OPENING C -C NOT TO SCALE 3 @ 12" TYP, 3/16 1\ 18" @ ENDS CONT. TYPICAL EXISTING JOIST—' r GIRDER (FIELD VERIFY) DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. El MECHANICAL OR ROOF F-1 (j z W ❑ r MOUNTED FANS M M W Q W X I GASKET & SEALING MATERIAL J W M z 0 W _ <C SHT. MTL. FLASHING RECEIVE=R WW m U 0 - - - - -, 3/8" LAG BOLT FASTENERS N CN 0 0) w Iz 0 (18 O.C. MIN. ON ALL 4 SIDES) Q MASTIC mN 0 z0 ~ I I MIN. 4 FASTENERS FASTENERS 06 C'4 M CD O U) c� I PER SIDE !Z U) �� °o MZ w I #14-6" LONG DRILL POINT co STAINLESS STEEL TACK WELD STRAP--` TO CURB = L J SCREWS @ 24" O.C. w u CLAMPING RING - _ _c.D - _ _ _ REMOVABLE SHT. MTL. Lo ITIj 'IT� � N N D1:mm _0_0 -) COUNTERFLASHING z ('7 a) 0 LL LL 2-#10 TEK PRE -FABRICATED z SCREWS @ 24" O.C. ROOFTOP CURB W O PRE -MOLDED PIPE SEAL TO FASTEN CURB J z FLASHING MEMBRANE O m W Q TO NAILER :2 (ADHERED TO CURB) IN -SEAM SEALANT 0 ADHESIVE F— F_ ADHESIVE EXISTING 2 PLY o FASTENER w w MODIFIED SBS = C/O ROOFING SYSTEM 16 GA. 2" W MTL. STRAP FROM THRU. BOLT FLASHING W/ LAP SPLICE SEALANT TO HVAC UNIT @ 24" O.C. MASTIC 2 PLY MODIFIED SBS [EXISTING ROOFING SYSTEM EXISTING RIGID INSUL 1 /2"0 BOLT EXISTING METAL DECK @ 24" O.C. OVER CURB BOTTOM FLANGE OR TACK WELD EXISTING - OR- EXISTING RIGID INSUL METAL DECK 3/8" ALL THREAD P.T. 2x8 w/1 /2" O LAG BOLT ROD WELDED TO CURB & 4x4 ANGLE NEW 4 x 4x 1/4 STL. ANGLE BY GC PRE -FAB ROOFTOP CURB 2 VENT THRU ROOF FLASHING 3 MODIFIED BITUMEN ON MTL DECK SCALE: 3" = 1'-0" MODIFIED BITUMEN ON MTL DECK SCALE: 3" = 1'-0" NOTE: NOTE: INSTALL MECHANICAL CURB & OTHER ROOF TOP PENETRATIONS IN A MANNER SO AS TO NOT INSTALL PLUMBING VENTS & CHASES PENETRATIONS IN A MANNER SO AS TO NOT VOID THE EXISTING ROOF WARRANTY COORDINATE INSTALLATION w/LANDLORD VOID THE EXISTING ROOF WARRANTY COORDINATE INSTALLATION w/LANDLORD & EXISTING BUILDING ROOFING CONTRACTOR & EXISTING BUILDING ROOFING CONTRACTOR 15'-0" ADDITIONAL L 2x2xY4" AT FIRST TWO DIAGONALS AT END OF JOISTS EXISTING JOIST—/ " \ GIRDER (FIELD VERIFY) � OF SPLICE SPLICE DETAIL NOT TO SCALE C C f40'-0" (FIELD VERIFY) CURB BY HVAC NEW ANGLE FRAME, TYP. (2) 3/4"0 RODS EXISTING JOIST TO ' BE REINFORCED ADDITIONAL L 2x2xY4" DIAGONAL WEB MEMBER IF END OF UNIT DOES NOT FALL ON PANEL POINT (TYPCIAL ALL LOCATIONS) 25'-0" ELEVATION VIEW - JOIST REINFORCEMENT 'A -A' NOT TO SCALE AC UNIT OPENING - SEE PLANS WELD DECK NOTE: AT OPENING HVAC CURB NOT SHOWN FRAMES (TYP.) ------------------------------------ L 4 x 4 x 3/8" FRAME (TYPICAL) EXISTING JOISTS TO BE REINFORCED 4-3/4" O RODS x 20'-0" SEE PLAN FOR LOCATION. LAP 1'-6" EACH SIDE OF SPLICE � WHERE REQUIRED. TYPICAL AT EACH JOIST TO BE REINFORCED EXISTING JOIST SPACING SECTION AT ROOF OPENING C -C NOT TO SCALE 3 @ 12" TYP, 3/16 1\ 18" @ ENDS CONT. TYPICAL EXISTING JOIST—' r GIRDER (FIELD VERIFY) DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. El ❑❑ F-1 (j z W ❑ Z ❑ M M W Q W X m U J W M z 0 W _ <C zw < � WW m U 0 LL Z N CN 0 0) w Iz 0 0 Q Z mN 0 z0 W 06 C'4 M CD O U) Q � Q !Z U) �� °o MZ © co z 00 >a)0)0.) w u O v') O0 ai © 1:0 Lo ITIj 'IT� � N N D1:mm _0_0 -) z ('7 a) 0 LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1.4 o z W C/') M M oN Q W X m U J W W I— z 0 � Q _ <C zw < � __j Q m U Q C/-) N z w Iz Q <C z !Z z w � z w u O v') ry O j w� z W m W O O m W Q w J � F— F_ w w = C/O O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A- 1.4 BAR........ . .... r—n O El 0 El 1,111 V 0 (n ❑ Z ❑ VJ 3 Z W z 0 �/ Ld_ w W Z Z < Q a J W n Z U O (7 ZZU M rn W Za-� °' 0 N <}Wo �z Z oQZN Z. .w EvISION H o� wN d �Z O U Z vP## Z D Z Z W 06 co z 51GNEDU } a V) F-- ON Q a PAINT EXPOSED CEILING (METAL DECK, BAR JOIST, ETC. OU 0O p z CLN �O'^ C Z O D r o�=cr ?_ t. ` �° Z m a a Q O wn. } �z F- ,0 ; o Z o � rZZ~ += C c TO MATCH EXISTING) O U Q U � � " m m°"' UZa _ M NO EXCE TIOtNIS w w p o > W. U w EXCI~I'T10'15 AS NOTED m SHED' _ g Zw O J a z 72 'O r N d Z J Q Q I Q = CL U N w V)CL z _O _O ------------------------------- ------------------------------------------- o a i i i w o N a U N x N w Q in waw w = x x or wF- w lz i w w = cry ................... .............. .... DI 104 IN .. . r — --- I RTU -31 I EXISTING CE I LING TO REMAIN j (EX) I I I I OI I DINING L — ---J loo EXTERIOR SEATING goo O_O REFLECTED CEILING PLAN EXISTING CEILING ® TO REMAIN TOILET Fios (EX)❑ CEILING PLAN LEGEND 2X2 SUSPENDED ACOUSTICAL TILE & GRID RECESSED CEILING FIXTURE EMERGENCY LIGHT/EXIT SIGN ® EXIT SIGN 2 X 2 SUPPLY DIFFUSER GYPSUM WALLBOARD SOFFIT CEILING PENDANT FIXTURE (EX)❑ F. , TOILET I Fibil I RTU -21 (EX) I I I 24x22 I X 00 I I I I I I I RTU -4 I I (EX) UTILITIES I �o� L ------J EXISTING CEILING TO REMAIN r -------i I I . I RTU— ` (EX) <I I I I I I EXISTING CEILING TO REMAIN ® TOILET 103 ®(E F EX) 2 X 4 LIGHT FIXTURE 2 X 2 LIGHT FIXTURE C� EMERGENCY LIGHT 2 X 2 RETURN AIR ElEXHAUST FAN EXH FAN TRACK LIGHTING W/PENDANTS o CEILING FANS LOCATE SPRINKLERS HEADS AS REQUIRED TO PROVIDE PROPER COVERAGE SPRINKLER HEAD LOCATIONS SHALL BE DETERMINED BY A LICENSED FIRE PROTECTION ENGINEER / FIRE SPRINKLER CONTRACTOR WALK-IN COOLER E-168-1 EXISTING CEILING TO REMAIN DRY STORAGE log �Fco DRAWN BY: CAS CHECKED BY; CAS DATE: 09-15-17 A-2 El 0 El 1,111 V 0 (n ❑ Z ❑ VJ 3 Z W z 0 �/ Ld_ w W Z Z < Q a J W n Z U O (7 ZZU M rn W Za-� °' 0 N <}Wo �z Z oQZN Z. .w EvISION H o� wN d �Z O U Z vP## Z D Z Z W 06 co z 51GNEDU } a V) F-- ON Q a x _ W N a ~ OU 0O p z CLN �O'^ C Z O D r o�=cr ?_ t. ` �° Z m a a Q O wn. } �z F- ,0 ; o Z o � rZZ~ += C c a w O o 0, y 0 5 c01 O U Q U � � " m m°"' UZa _ M NO EXCE TIOtNIS w w p o > W. U w EXCI~I'T10'15 AS NOTED m SHED' _ g Zw O J a z 72 'O r N d Z J Q Q I Q = CL U N w V)CL z _O _O w 3 z o a LL LL w o N a U N x N w Q in waw w = x x or wF- DRAWN BY: CAS CHECKED BY; CAS DATE: 09-15-17 A-2 El 1:1 El 1,111 V N (n ❑ Z ❑ VJ J LL W z 0 �/ Ld_ _ Q Z < Q a J W w m U M rn W < °' 0 w m �z � W (7 o� �Z 0C co Lo z� U) z W 06 co z U) LL a _0) z 0 �O'^ C Z O D ©VJ U W L) � Q �--5.9) �z � � m cu °p r' N � � += C c w Llj Lys > a> m°"' ©W2 _0 . . =CT-- i�50-.t .:3- 0Um -0coco O L.I.. T- - Y N N o U 'j 72 'O Q I Q 0 M � 0) _O _O U LL LL LL DRAWN BY: CAS CHECKED BY; CAS DATE: 09-15-17 A-2 0 1,111 N (n o J d Q3 m U J LL W z 0 _ Q Z < Q a J Q w m U < w m � Q U) z z w � w c -D z 0 z J o F— w U w w Llj w U LL w cr� w Q I o w I w w = cry O z �— DRAWN BY: CAS CHECKED BY; CAS DATE: 09-15-17 A-2 BASE BID: SOLID SURFACE BARTOP & FRONT & BACK EDGES (CORIAN, SILESTONE, ZODIAQ OR APPROVED EQUAL) WOOD COATED WITH - RUBIO MONCOAT FINISH & SEALED w/CLEAR EPDXY RESIN 1" AWI PREMIUM GRADE WOOD LED ROPE LIGHT UNDER BAR STAINLESS STEEL PURSE HOOKS WOOD CLOSURE PIECE CORRUGATED METAL WOOD FRAME TRIM PIPE RAIL FOOT REST 2 x 4 WOOD FRAMING; PROVIDE RECESS FOR LED UNDER BAR LIGHTING 2'f6" 1'-4 7/8" BAR SECTION 2 3/4" PLYWOOD EACH SIDE WHITE FRP 3 5/8", (18 GA) METAL STUDS @ 16" O.C. BASE COORDINATE FINAL DESIGN w/TENANT DOOR TYPES Z o j O FG C F METAL IV T � NL F-6 TRAFFIC DOORS OT = TEMPERED MIN OF ONE VISION LITE IN EACH DOOR ® 43" MAX AFF FBC-ACCESSIBILITY 404.2.11 WHEN PROVIDED DOORS AND HARDWARE 1. ALL INTERIOR DOORS TO BE FLUSH SOLID CORE WOOD DOORS (BIRCH), 3'-0" x 7'-0" x 1 3/4" - PAINT FINISH. FRAMES SHALL BE PAINTED STEEL (WELDED). 2. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2,1996, SERIES 4000, GRADE 1) GRADE DOOR HARDWARE (ANSI A117.1 COMPLIANT). OPERATING LEVER ON DOOR SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS ARE ACCEPTABLE DESIGNS. 3. ALL EXTERIOR DOORS & DOORS SHALL BE GALVANIZED, INSULATED (R-7) METAL DOORS w/GALVANIZED METAL FRAMES. DOOR: Level 1 - Standard -duty, Model 1, nominal 20 gage/0.032 inch (0.8 mm) face sheets, 1 3/4", full flush design DOOR FRAMES: Level 1 for Door Models 1, nominal 18 gage/0.042 inch (1.0 mm) thick material, base metal thickness. 4. COORDINATE ALL KEYING & LOCKSETS WITH TENANT. HARDWARE GROUP 1 36" x 7'-0 DOUBLE TRAFFIC DOORS (DOUBLE ACTING) EQUAL TO ELIASON LWP-3 TRAFFIC DOORS DOOR BODY: .063" THICK TEMPERED ALUMINUM ALLOY WITH DELTA FORMED VERTICAL EDGES FINISH: CLEAR ANODIZED (BOTH SIDES) BASE PLATE: 30" HIGH, 18 GUAGE STAINLESS STEEL FRONT, GALVANIZED STEEL (REAR) WINDOW: 9" x 14" CLEAR ACRYLIC SET IN BLACK RUBBER MOLDING JAMB GUARD: 3" x 9" GALVANIZED STEEL PUSH PLATES ON BOTH SIDES OF EACH DOOR 36" HIGH KICK PLATES ON BOTH SIDES OF DOOR HARDWARE GROUP 2 1STOREROOM LOCKSET ANSI F86 OUTSIDE LEVER FIXED. KEY ONLY INSIDE ALWAYS UNLOCKED 1 1/2 PR BUTT HINGES 3 DOOR SILENCERS 1 WALL STOP 2 KICKPLATES 1 DUMMY TRIM AUTOMATIC TOP & BOTTOM BOLTS DUST PROOF STRIKE 90 MIN. FIRE RATED DOOR HARDWARE GROUP 4 DOOR / OPENING SCHEDULE 1 PASSAGE SET = METAL ANSI F75 BOTH LEVERS ALWAYS UNLOCKED 1 1/2 BUTT HINGES WD 1CLOSER BP## 1 WALL STOP MARK 3 DOOR SILENCERS DOORS HARDWARE GROUP 3 NEW PRIVACY LOCKSET NEW CLOSER ANSI F76 BED/BATH PRIVACY LOCK; PUSH-BUTTON LOCKING. TURNING INSIDE LEVER RELEASES PUSH-BUTTON. CAN OPEN FROM OUTSIDE VIA EMERGENCY RELEASE AL/GL DOOR / OPENING SCHEDULE MTL = METAL STL = STEEL WD = WOOD BP## .0ZZo MARK LOCATION DOORS FRAMES HDW GRP LBLI RTG REMARKS TYPE SIZE MATL GLAZING LOUVER MATL TYPE 104 WASHING TRAF 2) 3'0" x 7'0" x 13/4" AUGL M M �j W x IoW. 3 rn 0 w 105 KITCHEN G 3'0" x 7'0" x 1314" WD W ('D -- STL 0 N 4 CYoy3 106 TOILET F 370" x 7'0" x 1 3/4" D -- STL Z ao0Z 3 PROVIDE NEW ADA LEVER 109 DRY STORAGE F 3'0" x 7'0" x 13/4" WD U W - STL w � 2 90 MIN. FIRE RATED DOOR AL/GL = ALUMINUM/GLASS MTL = METAL STL = STEEL WD = WOOD FIRE RATED DOORS: 1. ALL FIRE RATED DOORS SHALL CONFORM TO NFPA 80. 2. ALL FIRE RATED DOORS SHALL BE EQUIPPED WITH LEVER HANDLES THAT ARE ALWAYS UNLOCKED IN THE DIRECTION OF TRAVEL. 3. ALL FIRE RATED DOORS SHALL HAVE ANSI Al 17.1 & FBC-ACCESSIBLITY CODE COMPLIANT HARDWARE. 4. ALL FIRE RATED DOORS SHALL BE EQUIPPED WITH CLOSERS AND HAVE POSITIVE LATCHING. 5. PROVIDE FIRE RATED FRAMES WITH ALL FIRE RATED DOORS. 6. PROVIDE BALL BEARING HINGES ON ALL FIRE RATED DOORS. G.W.B. & MTL STUD PARTIT WOOD DOOR F. HEAD/JAMB @ DR & STL. FR. G.W.B. PARTITION CAULK (BOTH SIDES - ALL AROUND) BACKBEND RETURN STL. FRAME SCALE: 3" =1'-0" ALL OTHER DOORS ARE EXISTING TO REMAIN - VERIFY EXISTING HARDWARE WITH TENANT BARRIER -FREE CYLINDRICAL LEVER SET DESIGN BARRIER -FREE CYLINDRICAL LEVER SET DESIGN j ()f CL 3 3Z W OW d N in waw W =x = o r W t Q Q 0 ❑❑ 0 REVISION W w o 0 O U, -x W Z BP## .0ZZo DATE Z' - ❑ } Z ozw� SIGNED a Z F) CL Q N NZ Z Z L.L W W V, Q Of Q W Z U Z M M �j W x IoW. 3 rn 0 w z afaQo o� o (/):7, N ULLJ W ('D W L O 0 N Z CYoy3 zC) r w w � W oroM Q omoa (%) Z ao0Z tp''� �+, 9F "�4 ~ ~ a zo W ��,{ y�'py C,,S P p Z Z ~ Jacksonville € ire Prevent::,.rt o a o U W ° oma., j ()f CL 3 3Z W OW d N in waw W =x = o r W t Q Q m NoZQ� ❑❑ = U DEC 0 5 2017 W w o 0 O U, > �� m 13 NO EXCEPTIONS of Z W ❑ EXCEPTIONS AS N0TFD Qd z ❑ N CL w Q j ()f CL 3 3Z W OW d N in waw W =x = o r W t Q Q O 00 -t ❑❑ �o QC) z w O U, ,^ El ' ❑ w m U CL Q 0 ❑❑ ❑❑ z O z w d r� N El Z ❑ m J w Lx 0 L.L Q Q Of Q W w m U M M W LC) `-- � rn 0 w z o� W ('D Z o0 mN zC) CO z W °5M (%) w Q (J) F-" h LL c 0 0 BE U W ° oma., �z w � F— o > tv m :� � = Q•�pp tUID0 ©W _117 0 � tt) O ItT � 'O to M = O CL � Y N N It0)0)172-2LLLL a M�Rt O DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-3 z O z w r� N N Q a_ m J w Lx 0 z Q Q Of Q F-- Q w m U ccn LC) `-- � z w � Q CO z w O w � z O U F— 00 (/) w w = tz O O w Q I O LLi I IJ-- I— F— w w = cn O z .— DRAWN BY: CAS CHECKED BY: CAS DATE: 09-15-17 SHEET A-3 UL Online Certifications Directory BXUV.U419 Fire Resistance Ratings - ANSIAIL 263 Desi2n/System/Construction/Assembly Usage Disclaimer 0 Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. 0 Authorities Having Jurisdiction should be consulted before construction. 0 Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. ne published information cannot always address every construction nuance encountered in the field. e When field issues arise, it is recommended the first contact for assistance he the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide fifformation includes specifics concerning alternate materials and alternate methods of construction. 0 Only products which bear UL's Mark are considered as Classified, Listed, or Recognized, Fire Resistance Ratings - ANSFUL 263 Design No. U419 April 12, 2016 Noribeduring Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. tZ I � �_ --1. 1-1. ---s, '�� 1111�\ Q\ `�`\ - — 14-1 -I'.-.-. I - 7 I. I— �.,_',� "I �� w, , I—, 111 ,.� �'. .. � . I ' , . — I .'?W�w I . -1 __ I , -, .� . I ��,___ 1-61 111- �, ', , �. , - 1. 1. ., � .1 .I .I � . . � ;��;_ L \1 )� " f� I I A tA I I . 11 ' 11 11 LL , , _ _ _ �� 1. Floor and Ceiling Runners —(Not Shown) —For use with Item 2 -Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate ,stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. I A, Framing Members" — Floor and Ceiling Runner — Not Shown — In lieu of Item I — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25T" Track CRACO MFG INC — SmartTrack25TM MARINOAVARE, DIV OF WARE INDUSTRIES INC — Viper25Tm Track I B. Framing Mernbers" — Floor and Ceiling Runner — Not Shown — In lieu of Item I — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20TM` Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20TMl Track I C. Framing Members*— Floor and Ceiling Runners — (Not Shown) — In lieu of Item I - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FA,BRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System ID. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. I E. Framing Merribers" — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 513 or 51 only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in, OC, max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAX MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram Pil STEEL STRUCTURAL PRODUCTS L L C — Tri -S PrOTRAK IF. Framing Members" — Floor and Ceiling Runner — Not Shown — In lieu of Item I — For use with Item 2F, proprietary . channel shaped runners, minimum width to accommodate stud size, with I- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge IG. Framing Membersilk - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max, STUDCO BUILDING SYSTEMS — CROCSTUD Track IH. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in, galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" Track VTIOO. 11, Framing Membersix — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.01 5 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACKTM IJ. Framing Members" — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25Tm Track I K. Framing Members" — Floor and Ceiling Runner — Not Shown — In lieu of Item I — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gaIv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max, TELLING INDUSTRIES L L C — Viper2oTm Track IL. Framing Members" — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item I - For use with Item 2N. Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS IM. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item I — For usevirith Item 20, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PITY LTD — Rondo Wall Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, SE, 5H, 5.1 and 5K) Channel shaped, fabricated from min 20 MSG corrosion -protected or gaIv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in, less than assembly height. 2B. Framing Members" - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 51 or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25TM CRACO MFG INC — SmanStud25TM MARI[NO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM 2C. Framing Members" — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick gaiv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20T?M MARJNOVWARE, DIV OF WARE INDUSTRIES INC — Viper20TM 2D. Framing Members" — Steel Studs — In lieu of Item 2 - Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. Oi Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members" — Steel Studs — (Not Shown, As an alternate to Item 2) —For use with Items 5F or 5G or 51 or 5K only, channel shaped studs, min depth as indicated under Item 5F, SIG or 51, fabricated from min. 0.01 5 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in, OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BL11LDING SYSTEMS — CD 11roSTUD DMI`CWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProSTUD 2F. Framing Memberst" — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricaticd from min 0.0 1 5 in, (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members" — Steel Studs — Not Shown — In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members" — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0 01 5 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUDTM 21. Framing Members"' — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end ofthe stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25TM 2J. Framing Merribers" — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in, to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20TM` 2K. Framing Merribers" — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB M6TAL INC — EB Stud 2L. Framing Members"t — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in, OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINOAVARE, DIV OF WARE INDUSTRIES INC — StudRiteTM 2N, Framing Merribers" — Steel Studs — As an alternate to Item 2 — For use with Item I L, channel shaped, min 3-5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS 20. Framing Members" — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in, less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.) — (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural I sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs, Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets" — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min Tom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets" — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names ofClassified companies. 5, Gypsum Boarde' — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the I hr, 2 hip, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in, Items 2, 2C, 2D, 2F, 2G, 20 No. of Layers & Thickness ofPanel No. of Layers & Thkns of Panel Min, Thkrps of Insulation (Item 4) - 1 2 layers, 1/2 in. thick 3-1/2 1 layer- 5/8 in, thick Optional 1 Optional 2-1/2 1 laver. 1/2 in. thick I- 1/2 in. 1 3 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 1-5/8 2 layers, 1/2 in. thick Optional 2 4 layers, 1/2 in. thick 1-5/9 2 lUers- 5/8 in thick Optional ? ,IN. 1-1/2 1 l2ver 11A in Think I in I ..... armed by I -rl/g I I I In),ze.irs, I/2 in thick Optional 3 �_ _ 1-5/8 2 layers, 3/4 in. thick Optional. 3 supch that, when the penetrating item is installed in the opening, 1-5/8 3 lUers. 5/8 in, hick Qptional 4 COMPRESSED 50% MAY BE USED. 1-5/R 4 layers. 5/8 n th ch Optional 4 . . 1-5/8 4 layers, 1/2 in. thick I Optional 14 1 2-1/21 2 layers, 3/4 in. thick 1 2 in. J CGC INC — 1/2 in. thick Type C, U) -X2 or IPC -AR; WRC, 5/8 in. thick Type AR, C, IP -AR, IP -XI, IPi IPC -AR, SCX, SHX, WRX or WRC; 3/4 in, thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP -XI, AR, C, WRC, FRX-G, fP-AR, IP -X2, [PC -AR; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCX USG MEXICO S A DE C V — 1/2 in, thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP X3 or ULTRACODE When Item 7B, Steel Framing Members", is used, Noribearing Wall Rating is limited to I Hr. Nfin. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1 /2 in. or 5/8 in, thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board" — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board" — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in, or 1/4 in. may be used as alternate to all 5/8 in. or 1/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with I- 1/4 in. long Type S -I 2 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item I 1) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C Gypsum Boardw — (For Use With Item 2B) Rating Limited to I Hour. 5/8 in, thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with I in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in, OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in, OC starting 4 in. from the board edge, Fasteners shall I not penetrate through both the stud and the track at the same time, Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with I in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume I in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L C SFZ — Type SCX USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board" — (As an alternate to Item 5) — 5/8 in, thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items I and 2 only. CGC INC — Type USGX. UNITED STATES GYPSUM CO — Type USGX. USIG MEXICO S A DE C V — Type USGX. 5E. Gypsum Board" — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in, or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Boardw — (As an alternate to Item 5) — For use with Items I E and 2E and limited to I Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with I in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L C SFZ — 5/8 in. thick Type SCX 5G. Gypsum Board" — (As an alternate to Item 5) — For use with Items I E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edgejoints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No. of Layers & Thickness ofPanel Min Thkifif of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1 1-5/8 3 layers, 5/8 in. thick Optional — 4 1 1-5/8 4 layers, 5/8 in. thick Optional 1 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 112 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in thick Type AF, C, IP -AR, IP-Xl, IFi IPC -AR, SCX, SHX, or; 3/4 it. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, I] Ii IPC -AR or; 5/8 in. thick Type SCX, SGX, SHX, IPi AR, C_ FRX-G, IP -AR, IP -X2, IFC -AR; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCX USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -X I, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types fP-X3 or ULTRACODE 5H. Gypsum Board" — (Not Shown) — (As an alternate to tem 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Norn 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min I stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with I- 1/4 in, long Type S- 12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field, For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item I I A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 51. Gypsum Board" — (As an alternate to Item 5) — Nom. 1/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5, CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board" — (Not Shown) — (As an alternate to if em 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed (in the face of studs and attached to the stud with construction adhesive and two I in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a parity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type R - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) — (As an alternate to tern 5) — Norm. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joi its centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer s Vstems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent ayers (multilayer systems) need not be staggered. The number of layers for the I hip, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 20 No. of Layers & Thkns of Panel F -RATING = 1 -HR. OR 2 -HR. (SEE NOTE NO. 6 BELOW) Min Thkns of Insulation (Item 4B) 1 3-5/8 1 laver. 5/8 ir thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 n. thick Optional 3 1-5/8 3 layers, 5/8 n. thick Optional 4 1-5/8 4 layers, 5/8 n. thick Optional UNITED STATES GYPSUM CO — 5/8 in, thick Type 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: I in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two lal systems: First layer- I in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC, Second layer- 1-5/8 in, long for 1/2 in�, 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- I in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- I in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick pariels,spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in, from layer below. 6A. Fasteners — (Not Shown) — For use with Item 5K- Type S or S- 1 2 steel screws used to attach panels to studs or furring channels (Item 7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- I in. long screws, spaced 16 in. OC. Second layer- 1-5/8 in. screws, spaced 8 in, OC with screws offset 8 in. from first layer. Three -layer systems: First layer- I in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- I in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in, OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC, Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use %vith It. -m 5A and 5E. 7A. Framing Members" — (Optional on one or both sides, ir at shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in, OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Merribers" — Used to attach furring chann Is (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-I (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-1 2 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) cli )s secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole, Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use'Anith 2-9/16 in. wide furring channels. RSIC-I (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-I, RSIC-V RSIC-I (2.75), RSIC-V (2.75). 7B. Framing Members" — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed ofNo. 25 MSG galv steel, spaced 24 in, OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5, Not for usee with It n 5A and 5E. b. Steel Framing Members" — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip, Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Membei — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Nfembers as described below: a. Furring Channels — Formed ofNo. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gyr sum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members" — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in, OC. GENIECLIPS secured to studs,ivith No. 8 i 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Mernbers" — (Optional, Not Shown) — Furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 5 in, and secured together with four self -tapping No. 8xl/2 Self Drilling screws (2 per side I in. and 4 in. from overlap edge I. Gypsum board attached to furring channels as described in Item 4. Sidej . Dim furring channels shall be attached to studs with RF SILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Not for use with Item 5A and 5E. b, Steel Framing Membersix — Resilient sound isolation cli ) used to attach furring channels (Item 7Da) to studs, Clips spaced 24 in. Oi and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 8. Joint Tape and Compound — Vinyl or casein, dry or prierlilixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, Tom 2 in. ,wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels at e supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum ' parels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course ofbrick. I 0. Caulking and Sealants" — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS I 1, Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max I 0 ft long with a max thickness of 0. 125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two I in. long Type S- 1 2 pan head steel Screws, one at the top of the Strip and one at the bottom of the strip. Lead batten strips to have a pun I ty of 99.9% meeting the Federal specification QQ- L-20 I f, Grade " C ". Lead batten strips req uired bef nd vertical j Dints of I ead backed gyps um wallboard (Item 5 B) and opti onal at rej n aining stud locations . Required beh ind vertical joints. I 1 A. Lead Batten Strips — (Not Shown, For Use Wi th Item 5H) Lead batten strip s, 2 in. wi de, max I 0 ft long wi th a in ax thickness of 0. 140 in. Strips placed on th e face of stu ds an d attached to the stud with two min. I in. long min. Type S - 8 pan head steel screws, one at the top of the strip and one at the botton t of th e stri p or with one min. I in. long min. Type S-8 pan head steel screw at the top of the stri p. Lead batten strips to h ave a pur ity of 99.5% meetin g the Federal speci ficati on QQ-L-20 I 17, Grades "B, C or Dr. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu ofor in addition to the lead batten strips (Item I 1) or optional at other locations - Max 3/4 in. (iam by max 0. 125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0. 125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation ofthe screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) Max: 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of99.5% meeting the Federal Specification QQi Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness ofO.142 in. Strips placed on the face of studs and attached to the stud with two min, I in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom ofthe strip or with one min. I in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201 f, Grade "C". Lead batten strips required behind vertical joints of leal backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness ofO.142 in. Tabs firiction-fit around front face of stud, the stud folded back flange, and die back face ofthe stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be helc in place with standard adhesive tape ifnecessary. * Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Canada), respectively. E01111 MKJNIBCARWM ,/ RATED PARTITION , / , / / / L __ �.171. .. .... s-- 7� ,,:I='411�4�1.4'1.1� --'--1 "Ill.—, 11,-11 �A, - - � I I I I I 111.1".". 1 . ,�� 41 -1 �M, I i6mmmmm, , �,�7 u-1.11111-.-.--_1-1- �,_J. 6, , � I — , - - I � � I , , . , �, I � "N 1, �i I , � I � . I '� � I I � < NON -RATED PARTITION I � I � . _L L JUNCTION OF NON -RATED PARTITION WITH RATED PARTITION - SCALE: 1"= V-0" COORDINATE SITE SPECIFIC FIRE PROOFING DETAILS (TOP OF WALL FIRE SAFING & FIRE SEALING; WALL PENETRATIONS) w/HILTI REPRESENTATIVE FIRE RESISTANCE RATINGS - ANSUILIL 263 DESIGN No. V455 June 10, 2013 otincis -- 1 HR ADW401 1. Floor, Side and Ceiling Runners — "J" -shaped runner, min 2-1/2 in. deep, with unequal legs of I in. and 2-1/8 in., fabricated from min 25 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs — "I", "C -H, or "C -T" shaftwall studs. "C -T" or "C -H" -shaped studs, min 2-1/2 in. deep, 1-1/2 in. wide, fabricated from min 25 MSG galv steel. Cut to lengths 5/8 in. less than floor -to -ceiling height and spaced 24 in. Or, "I" -shaped studs fabricated from min 25 MSG gaIv steel, min 2-1/2 in, deep, I- 1/2 in. wide. Studs contain 3/4 in. wide by 2-1/4 in. high holding tabs spaced 2-3/4 in. OC. Cut to lengths 5/8 in. less than floor -to -ceiling height and spaced 24 in. 2A. Furring Channels — (Optional, not shown) — Resilient furring channels fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange portion of channel attached to each intersecting "C -H" or "E" stud on side of stud opposite the I in. liner panels with 1/2 in. long Type S or S- 12 pan -head steel screws. 2B. Steel Framing Members* — (Optional, not shown) —Furring channels and Steel Framing Members as described below. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3. b. Steel Framing Members" — Used to attach furring channels (Item 2a) to studs (Item 2). Clips spaced max. 24 in, Oi and secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips, RSIC- I clip for use with 2-9/16 in. wide furring channels. RSIC- 1 (2.75) clip for use with 2-23/32 in. wide furring channels, PAC INTERNATIONAL L L C — Types RSIC- 1, RSIC- 1 (2.75)� 2C. Steel Framing Members — (Optional, Not Showil - Furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8xl/2 Self Drilling screws (2 per side I in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 3. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. b. Steel Framing Members" — Resilient sound isolation clip used to attach furring channels (Item 2Ca) to studs. Clips spaced 24 in. Oi and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A23711� 3. Gypsum Board" — Gypsum liner panels, Dom I in. thick, 24 in wide Panels cut max I in. less in length than floor to ceiling height. Vertical edges inserted in "T" -shaped section of "C -T" studs, Vertical edges inserted in "H" -shaped section of "C -H" studs, or holding tabs of "I" studs. Free edge of end panels attached to long leg of "J" -runners with 1-5/8 in. long Type S bugle head steel screws spaced not greater than 12 in. OC. AMERICAN GYPSUM CO — Type AG -S, M -Glass 4. Gypsum Boarddk — System A Gypsum panels, norn 5/8 in, thick, 48 in. wide, applied vertically with edges centered over studs, with I in. long Type S bugle head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AGX- 1, M -Glass, AG -C System B 1/2 or 5/8 in. thick, 4 ft wide, applied in two layers. Base layer attached horizontally to studs and side "J" runners with I in. long Type S self -tapping steel screws starting at 2 in. from the floor and ceiling runners and spaced a maximum 24 in. OC along the vertical edges and in the field of the boards, Face layer applied vertically to studs and side "J" runners and attached with 1-5/8 in. long Type S self -tapping steel screws, starting at 3 in. from the floor and ceiling runners and spaced a maximum 12 in OC along the vertical edges and in the field of the boards. Face layer joints covered with paper tape and two coats of joint compound. Exposed screw heads covered with two coats of joint compound. AMERICAN GYPSUM CO — 1/2 or 5/8 in. Type AG -C, 5/8 in. Type AGX- I or M -Glass System C 1/2 or 5/8 in. thick, 4 ft wide, applied vertically and attached to studs and runners with I in. long Type S steel screws starting at 2 in. from the top and the bottom, and spaced at 12 in. OC. Vertical joints are offset one stud space each side. Outer layerjoints covered with paper tape and two coats of joint compound. Exposed screw heads covered with two coats of joint compound. AMERICAN GYPSUM CO — 1/2 or 5/8 in, Type AG -C, 518 in, Type Al I or M -Glass 5. Joint Tape and Compound — (Not shown) — Joints covered with joint compound and paper or mesh tape. Screw heads covered with joint compound. 6. Batts and Blankets" — (Optional- Not Shown) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber ban mineral bearing the UL Classification Marking as to Fire Resistance. See Batt and Blankets (BZJZ) category for names of Classified Companies. 6A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/113. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/fli in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. 6B. Fiber, Sprayed" — As an alternate to Batts and Blankets (Item 6) - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 6C. Fiber, Sprayedd` — As an alternate to Batts and Blankets (Item 6) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL ST I ENGINEERING JUDGMENT FIRESTOP DETAIL F -RATING = 1 -HR. OR 2 -HR. (SEE NOTE NO. 6 BELOW) CONTRACTOR: DOHERTY SOMMERS 2. GYPSUM WALL ASSEMBLY. IULIULC CLASSIFIED U400 SERIES) (1 -HR. OR 2 -HR. FIRE -RATING). F -RATING - 1 -HR. OR 2 -HR, (SEE NOTE NO. 6) NO. 3 BELOW). FRONT VIEW - NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. A -:3-1 � � , - - - - f I I I- -_ -_ - - - - - SIDES OF WALL (SEE NOTE NO. 4 BELOW). I .� "I __ I ----------------------------------- __ 4 A -.J SIDES OF WALL. SECTION " - I I I I I , — , I - i,) mi - I � �j 11 , i = 5 — , :D 2 (g 3 0 �i :D �M 2 2 � 4 Z WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP :2 we HILTI , Inc Tulsa, Oklah, USA(91�� Sneer 1.12 ,IN. �4 E=10E=HF0 spaced max 24 in. OC When steel studs am used and the diant �i 51639. ..... armed by FIRESTOP SYSTEMS MANUFACTURED BY SLIP. TRACK SYSTEMS, INC., METAL -LITE, TOTAL STEEL SOLUTIONS, between the vertical studs and screw-aftached to the steel studs �_ _ Saving Lurves throfugh Inn.tvatilion .nd Edut;.dton — System No. BW -S-0001 Assembly Ratings - I and 2 Hr (See Item 2) L Rating at Ambient - Less than 1 CFM/Lin Ft L Rating at 400" IF - Less than I CFM/Lin Ft Joint Width - 3/4 In, Max 1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pci structini afflonlas Flee, may also be constructed of any 6 in thick UL Classified hollDit-core Precast CiDname Units,. See Pr,,e,t C,., I category in the Fire Resistance Directory far names of monattlacturm 2. Wall Assembly The I or 2 h fire -rated grosturn board/steel stud wall assembly shall be construclowl of the matiorials arid in the manner specified in the individual U400 or V400 Set Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a heod-of-wall joint system constructed cus sW*d h the 0 Series Jent Systems in the UL Fire Resistance Directory. The well shah include the following coristructiDn features: A. �.i� Fbor runners of wall assembly shall consist of min No. 25 gouge gatv stakel chandrels sized to accommodate steel studs (item 2B). Floor runners to be provided with min 1-1/4 in, flanges. Runners secured with steel fasteners spaced 12 in, 0C. B. SlW Steel studs to be min 2-1/2 in. wide. Studs but 1/2 to 3/4 in. less in length than assembly he# with bottom nesting in. noting on and fastened to floor runner with shost mold screffs. StW spacing flat to exceed 24 in. 0C. C. Gypsum Board* - Gypsum board installed to a min Wl thickness of 5/8 or 1-1/4 in. on each " of wet for a I or 2 hr rated wall, respectively Wall to be constructed as specified in the in"i U400 or V400 Series Design in the UL Fire Reeristoncit Directory, except that a mail 3/4 in. gap " be miantimed between the bottom of gypsurn board and top of concrete floar. The handy ire rating of the joint system 15 equal to Ire hsufly 'Ire rating of �he wall 3, Ft, Void or Cavity Material* Sealant -- Max separation between top of floor and hatorr of ,,F,,, !,,i,,d , 1!4 i, For I and 2 fir Fall wall assembliess min 5/8 h or 1-1/4 in. thicalesis of fill preferred, respectively, installed on each side of the wall betwei to ballorn of the gypsum board and the top of the cancrobs W, flah with each surface of the wait. HLT CONSTRUCTION CHEVICALS, DIV OF H�J� INC _ DMIS Baliflifflariff F#83top Want CP15DS Flexible Arestrop Seakent or FS-DNE Sealant 4Bn* Ill UL Omkdbm Mork , 'at, / C==��* Itib, 1111.11 11 17,twer .f " lillin . mi FIRESTIR SYSTEMS Jew, lZ 2003 C 0 Lis — � 3: System No, HW -D-0190 i — I Assembly Rating - 1 and 2 Hr ; :1 X Nominal Joint - 2 In. I Class 11 Movement Capabilities - 13% Compression or Extension '1@ I I 1. I - - . . . 1, - 11 - : . . I I I . , �, ,,# . I I � , " . . ... � . ., I ,i .:. . �. �_ �Z'�;'It.:-;?'G.,�t_ �17t��', . 11 * i- � , , - ., . , .,� .. it, I 1 -,i;,2,` ,,- ,,,',"�',,� I � . �'. � ;. I , , � I'�; .1 ;4 ... . �,�..-- , , .� �, -1 ,� — �. ..�',_' ,� *,��.,�t 1 ,; ',!:r � ,w : ..'��, � , ...... Xl� =' I . � I - : - '�,�.�,E � "' �',--�, ,'.�.'�, 111 = 117 11 11C 3B el`_�_ - - _VA__ I __�-@ 1 Floor Assembly - The fire -rated fluted steel Door urethconcrete floor assembly shall be constructed of the proposals and in the manner described in the individual D700 Flixor�Ceflirjj Dei in the Fire Resistance Directory and shall include the ficlovirrig construcidon features: A Steal Floor and Form Unds* - Max 3 tn. deep gav steel fluted floor units 3. Concrete - Min 2-1/2 in thick reinforced concrete, as measured ft= this top Ova of the floor =is C Sprary-Applied Fire Resistive Material* - After the instathadiort of the celfing runrier (Item 2A), Sheet four units to be sprayed Min a 1-1/2 tn. thickness of Type MK.61HY Spray -Applied Fire Resistive Material following the coarmour and comickelelly filling the flutes and extencong 518 or 1-1/4 in. either Side of the wiling channel, within the flute, for I arld 2 Hr rated assemblies, respectively Material is to be excluded from ft valleys of the steel Deep wits, ciractly above the gypsum board, 518 or 1-1/4 In. from the flanges of the wiling rummens. W R GRACE is GO - CONN CONSTRUCTION PRODUCTS DIV - Type MK,6HY 2. Wall Assarribly - The I or 2 hr firs -read gypsum boardleturd wall assembly shall be constructed of the mationals, and in the mom spokolued in the Individual U400 or V400 Series Wall and Portion Design in the ILL Fire Resistance Directory and shah include the following construelfickst features: A Steel Fluor and Coding Futurism - Floor and ceiling runners of wall assembly Shall consist of min No. 25 gauge gatv steed channels sized to anceptimmociate smal studs (Item 2B), Calling narrurver to be provided Win 3 In flanges Coding runner Installed Perpendicular to claction of fluted steel dock and social to alleys virth Sued mussontry anchors or by welds spaced max 12 in. OC Al. Light Gauge Frendrig*-Sionted Ceiling Runner (For use in applications where jountwidth does not exceed I in) � As an alternate to be wiling winners in item 2A and 2Al, vertical deflection ceiling nammer to carrinsist of gait, speed channel with slotted vertical defleation cras mechanically fastened within hunner. Slotted clips, provided with stop bushings, fair permanent fastening of steel studs Flanges sized to accommodate streal studs (Item 213). Vertical deflechoth ceiling runner installed Pepperell to election of fluted steel deck and secured to valleys with steel masionry options spaced max 24 in. Ce SUPTRACK SYSTEMS INC - SUP -TRK A2 Light Gauge Franning*-Varfical Collection Ceiling Runner (Fair use in applications where joint width does plot exceed 1 in.) - As an alternate to the coding runners in Item 2A and 2AI, veri collection wiling nerner to consist of gadv steel channel with slotted verlical collection chips mechanically fastened within runner Slotted clips, provided win step bushings, fis, permanent histerning of slael studs. Flanges sized to accommodate steel studs (Item 26). Vertical deffecluon boiling runner installed perpendicular to directron of fluted stood dock and secured to valleys Win steel mosonry anchroms spaced max 24 in CC, THE STEEL NETWORK INC - Voltrack VTD250, -VTD355, -VTD400, .VTD600, -VTD800 Reproduced by HILTI, Inc Courtesy of ti 1.11/0 E=�E11==FJ=011 Underwriters Laboratories, Inc FIRESPOP SYSTEMS Decarrither06,2004 C w US . System No. HW -D-0190 Assembly Rating - 1 and 2 Hr Nominal Joint - 2 In. Class 11 Movement Capabilities - 13% Compression or Extension A3. Light Gauge Framing', Notched Ceiling Runner - As an alternate to the col runners in Items 2A through 2A2, thatched ceiling runners to consist of C-shaped galiv steel Channel with rhatchand return flanges sized to accarrinfrodate stood studs (item 28) Notched ceiling runner Installed perpendicular to direcdorn of fluted ideal deck and twoured to valleys with steel presently options spaced mak 24 in Cie. DEN MAR STEEL I NC - Type SCR B. Studs - Stood studs to be min 2-1/2 in. wide, Studs cut 1/2 In. to 34 in. less in length than assembly nonght with bottom nursing in and passing on the ifixor runner and with top dealing in ceiling runner without attachment When slotted ceiling runner (item 2Al) is used, steal studs secured to slotted coding winner with No, 8 by 1/2 in. long water head state Screws at middhiegirt of slot on each side of wall, When vertical deflecton wiling runner (Item 2A) is used, spoel studs secured to slotted verfaced collocation clips, through bushings, with steal seem at michinei of each al Stud spacing not to exceed 24 in OC C Gypsum Soxi - Ohio or two eyers of 518 in thick gypsum bwrd on men side of wall Wall to be constructed as specified in ft individual Wail and Partition Design, except that a max 2 in gap shall be maintained between top of gypsum board arid botsom plane of steal fickor or ract, units and to top row of screva shall be nuitzi into the studs 4 in below the bottom Plans of the steal floor units 3. Joint System - Max separation between bottearn of floor or met units and top of gypsum board at time of installation is 2 in, The joint system is designed to acommodate a max of 12 5 percent carrharession or extension fronn its nuitalled width, The joint system consists of a forming material and a fill mail between the top of the gypsum board and the bottom of ft ficter, as follows: A Forming Matemi - Min 4 pi mineral wool bell insulation shall be out into strips to fill the gap between the top of the gypsum board and tootbarn of the foor unit The width of the strips shall be equal to the total thickness of the gypsium board The ships of mineral wool am compressed 50 percent in thickness and firmly packed into ft gap between the top of the gypsum board and bottom of the flocir units FIBREX INSULATIONS INC - FBX Saint Insulation 8 Fill Void or Cavity Material*- Sealant - A 1/8 in. wet thickness of fill material sprayed of thavveled arn each side of wail to completely oparver mineral wood farrining maturnal and to oveft 1Q in onto gypsum and 2 in onto spray-appAied fire resistive musteral Hfl_r CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP672 FirestopScray *Beong ft I Climairfication Mark Reproduced by HILTI, Ire. Courtay of 4- 1�4/kl D::D 0 P717 --i � 0 2 Undtinvinters Laboratories, Inc, C @ U s FIRESTOP SYSTEMS Dexcember 06, 2004 ____ � STJ ENGINEERING JUDGMENT FIRESTOP DETAIL CONTRACTOR: DOHERTY SOMMERS F -RATING = 1 -HR. OR 2 -HR. (SEE NOTE NO. 6 BELOW) 1. BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE -RATED). 2. GYPSUM WALL ASSEMBLY. IULIULC CLASSIFIED U400 SERIES) (1 -HR. OR 2 -HR. FIRE -RATING). 3. CEILING RUNNER (MIN. 25 GA., WITH 2- FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO. 3 BELOW). 4. STEEL STUDS (MIN. 2-112- WIDE), CUT 1/2- TO 314- LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO. 4 BELOW). 6. HILT] CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL. 7. MINIMUM 118" (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM 1/2" ONTO GYPSUM AND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY . SIDES OF WALL ASSEMBLY. NOTES � 1, STEEL FLOOR UNITS MAY BE SPRAYED NTH A MIN. 5116" THICKNESS TO MAX. 1-3/4" NOTES: 1. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5116" THICKNESS TO MAX. 1-3/4" __ LL J - THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-S/HY FIREPROOFING THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK.61HY FIREPROOFING specified in the individual U300 or U400 Series Wall and Partition MANUFACTURED BY W.R. GRACE PRIOR TO INSTALLATION OF CEILING RUNNERS. MANUFACTURED BY W.R. GRACE & CO. PRIOR TO INSTALLATION OF CEILING RUNNERS. < a_, =) Z WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP A. Studs Wall framing may consist of either wood studs or steel THE WALL A MINIMUM 1/2" AND OVERLAP THE FIREPROOFING A MINIMUM 2" ON BOTH THE WALL A MIN. 1/2" AND OVERLAP THE FIREPROOFING A MIN. 2" ON BOTH SIDES OF p SIDES OF GYPSUM WALL ASSEMBLY. GYPSUM WALL ASSEMBLY. spaced max 24 in. OC When steel studs am used and the diant 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL -LITE, TOTAL STEEL SOLUTIONS, OR MANUFACTURED BY SLIP. TRACK SYSTEMS, INC., METAL -LITE, TOTAL STEEL SOLUTIONS, between the vertical studs and screw-aftached to the steel studs THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, OR THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, Cb LL � CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. supch that, when the penetrating item is installed in the opening, 4. AS AN ALTERNATE TO HILT[ CIP 767 SPEED STRIPS ANOOR CP 777 SPEED PLUGS, 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) MINERAL WOOL (MIN. 4 PCIF DENSITY) COMPRESSED 50% MAY BE USED. COMPRESSED 50% MAY BE USED. .- CU Q) a) =0 U) 5. T -RATING MAY NOT EQUAL F -RATING IN ACCORDANCE WITH UL 2079. 5. T -RATING MAY NOT EQUAL F -RATING IN ACCORDANCE WITH UL 2079. W . . 6. FIRE -RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK ui T_ I UNDER FIRE CONDITIONS. . -.11 UNDER FIRE CONDITIONS. THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED, (REFERENCE: UL SYSTEM NO. HW.D-0042) =F E=20E= HILTI, tire Tudsa, Oklah, USA (918) 252-6DW I�S, 1 2 �� I 1'..irl .... ' `2'i J=7 51639a� gired by "" _� IWAIR -1 FIRESTOP SYSTEMS I[T-7 — I Saving Lives through Innovation and Edi At ENGINEERING JUDGMENT FIRESTOP DETAIL CONTRACTOR: DOHERTY SOMMERS F -RATING = 1 -HR. OR 2 -HR. (SEE NOTE NO. 6 BELOW) FRONT VIEW I SECTION A -A (�) — - A :��j �, _.________r__;.1 ........... � ... � I I . * 11 , � . ...... . " __ - �__F1' A , - - Tl� 3 � i '(�) ;.. � - � ` 1 � i 1 74i 1 A -1-J 2 :4D a 1. BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE -RATED). 2. GYPSUM WALL ASSEMBLY (U1JULC CLASSIFIED U400 SERIES) (1 -HR. OR 2 -HR. FIRE -RATING). 3. CEILING RUNNER (MIN. 25 GA., WITH 2" FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO. 3 BELOW), 4. STEEL STUDS (MIN. 2.112" ODE), CUT 112" TO 314" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. & HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL SURFACES. 6. MINIMUM 118" (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2" ONTO GYPSUM WALL AND METAL DECKING, ON BOTH SIDES OF WALL ASSEMBLY. 3 NOTES: 1. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5116" THICKNESS TO MAX. 1-3/4" __ LL J - assembly shall be iscrustructed of the materials and in the manner THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK.61HY FIREPROOFING specified in the individual U300 or U400 Series Wall and Partition — = < MANUFACTURED BY W.R. GRACE & CO. PRIOR TO INSTALLATION OF CEILING RUNNERS. < a_, =) following construction features: 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP A. Studs Wall framing may consist of either wood studs or steel LLJ M U THE WALL A MIN. 1/2" AND OVERLAP THE FIREPROOFING A MIN. 2" ON BOTH SIDES OF p spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and GYPSUM WALL ASSEMBLY. spaced max 24 in. OC When steel studs am used and the diant co U') 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, be framed on all sides using lengths of steel stud installed MANUFACTURED BY SLIP. TRACK SYSTEMS, INC., METAL -LITE, TOTAL STEEL SOLUTIONS, between the vertical studs and screw-aftached to the steel studs OR THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, Cb LL � wider and 4 to 6 in. higher than the diarn of the perrestrating item CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. supch that, when the penetrating item is installed in the opening, 'E.6 D 0 . - M 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) and the framing on all four sides COMPRESSED 50% MAY BE USED. .- CU Q) a) =0 U) 0"S IP __/0 5. T -RATING MAY NOT EQUAL F -RATING IN ACCORDANCE WITH UL 2079. W I antows FIRESMP SYSTEMS N.-ber 27.2000 6. FIRE -RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK ui T_ Fp—,,,—,,, UNDER FIRE CONDITIONS. omm THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED WINGS IF TESTED. (REFERENCE: UL SYSTEM NO. HW -D-0049) 0 D�M==D=o HILTO Inc. Tulsa, Oklahoma USA (918) 252-60i Sheet I of I D1. 11w9 "' �" 51640a DssV.dby — MAR �2a.l FIRESTOP SYSTEMS LLJ l-__ :�c Saving Lives through Innovation and Education System No, W -L-1054 - 8 F Ratings - I and 2 Hr (See Items I and 3) 9� T Rating - 0 Hr = 0 L Rating At Ambient - Less Than I CFM/Sq Ft z L Rating At 400 F - 4 CFM/Sq Ft 1`11') P4-) cl-A __ V1_ [— A = J . . . �, 71, F C:) > _J L— A 2 . - ::��, < n X SECTION i 3 1. Wall Assembly The I a 2 hir fire-rcted gypsum wallboard/stud wall __ LL J - assembly shall be iscrustructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition — = < Designs in the UL Fire Resistance Directory and shall include the < a_, =) following construction features: A. Studs Wall framing may consist of either wood studs or steel LLJ M U channel studs. Wood studs to consist of nom 2 by 4 in. lumber p spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and 1-- = spaced max 24 in. OC When steel studs am used and the diant co U') of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed C,4 '6 C'4 < M _J between the vertical studs and screw-aftached to the steel studs at each end. The framed opening in the wish shall be 4 to 6 in. Cb LL � wider and 4 to 6 in. higher than the diarn of the perrestrating item M1 supch that, when the penetrating item is installed in the opening, 'E.6 D 0 . - M a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides C/) a) CL 4- CO CO ,.- .- CU Q) a) =0 U) 0"S IP __/0 D=D02=C:FJ=0" R.W=by HILIFixi,tv, Cou.rr of W I antows FIRESMP SYSTEMS N.-ber 27.2000 1 cous ui T_ Fp—,,,—,,, System No, W -L-1054 F Ratings - 1 and 2 Hr (See Items I and 3) T Rating - 0 Hr L Rating At Ambient - Less Than I CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft B. Gypsum Board- 5/8 in. thick, 4 ft wide with square or tapered edges, The gypsum wallboard type, thickness, number of layers, firstemer type and sheet orientation shall be as specified in the individual U200 or U400 Series Design in the UL Fire Resistance Directory. Max tharrin of opening is 32-1/4 in. for Steel stud walls. Max darin of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall onernbly. 2. Through-Periefirands One metallic Pipe, conduit or tubing to be installed eiftr concentrically or eccentrically within the fireaductle system, An annular space of min 0 in. to max 2-1/4 in. is required within firestop syston. Pipe, conduit or tubing to be rigil supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A Steel Pipe Nom 30 in diourn (or smaller) Schedule 10 (or heavier) Steel pipe. B. Iron Pipe Nom 30 in. dim (or smaller) cost or ductile iron pipe. C. Conduit Nom 4 in dim (or surnaller) steel electrical metallic tubing or 6 in. dionn steel conduit. D. Copper Tubing Norn 6 in. dionn (or smaller) Type L (or heavier) copper tubing. E. Copper Ripe Nom 6 in. diont (or smaller) regular (or heavier) copper pipe, 3. ni I, Void or Cavity Materr - Sealant Iffin 5/8 in. or 1-1/4 in. thickness of fill material applied within the annulus, flush with both surfaces of wall for 1 or 2 hr walls, respecthiley. At the point contact location between pipe and wall, a min 1/2 in. cliann bead of fill material shall be applied at the Pipe covongi 'interface orn both surfaces of wall . HLTI CONSTRUCION CHEMICALS. Dry OF H:Lll INC - FS-Orre Sealant 'Bearing the UL Classification Mark 0 �Ao 'air/ "in '.W by TL - " M E=�J0P==FJ=0* R"`%,kwwr4wmNLLobo1r.WC= FIRESTOP SYSTEMS lkiverwor 27. 2000 I- I'll, ... 1W us DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER VVITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID VVRrFrEN PERMISSION & CONSENT. CD !2; 00 < -J_ - Q0 I W - `�_, � — , C/� ^�. - cl�_ 0 .. .; ; � LLJ CD ,_ I I �,' I- I . I ,.* ot� - - � �__ :�i < , . �. I - .,— , :�i ., 11� - I — 7 . 0 1 ,;.� _� �� Cn # 1 I — � - � I �__ I 11 __ 1- -----�__.�. -,� 0 , _� I ,I— LLJ I—% I I , 't%, I __� I – I t, .., _1 " __ 0 L_ 1, _11 " _�' — = 11 I – -I- � < I 1�1 , 2r_1 U , U cr� T < El 4 M El F-1 b = 0 El z El 1`11') P4-) cl-A - U) = = C:) > _J W < n X 00 3 ui __ LL J - a) ce) U) LU — = < CY) 0 < a_, =) WZ 04 Lf) LLJ M U LU (D p 00) 0 1-- = 2 Z co U') 6 g Z 0 2 Lu C,4 '6 C'4 < M _J (0 .0 04 �' =3 * 0 U) Cb LL � < M1 (/) �— >_ ( ) — 'E.6 D 0 . - M i4i . . - 0 0 a) , Z �_ LU C/) a) CL 4- CO CO ,.- .- CU Q) a) =0 U) 0 W �__ — > 4) 0) 0) W < = CD (D C C im a) * a_, ui T_ 5 9 9 .r- 'C CY) T- a) a) 0 M () .:] (n omm -r (L) 0 W � Lo 0,T V T.- tn 04 N I -.e - - -0 M M :2 LD 1- ll 0 < C:) , V 11" r— moo ) .20 1 CO a) 0) i U. LL i i DRAWN BY: CAS CAS . DATE: 1 SHEET �� A�4 11�01 4 = 0 Z W 1`11') P4-) cl-A U� = = = C:) > _J C' -J N-) < n X Im 3 CD U __ LL J - I_Lj — = < - = C-) < < a_, =) 14 I �-- < LLJ M U < I-_ U ) MJ tn C"J r-- 1-- = LLJ Qr_1 0 < _J l-__ < 77' (D C/-) ILLJ C/') > L -L -i I M a_, - :�E LLJ cf) U� < I =) LLJ l-__ :�c L�j __J C:]f I-__ I-__ . � �__ Lli LLJ . = En L= C) �i� I — DRAWN BY: CAS CAS . DATE: 1 SHEET �� A�4 11�01 PIPING NOTES 1. PROVIDE TRAPEZE PIPE HANGERS FOR PIPES 3 OR MORE. DOUBLE NUT U -BOLTS EVERY THIRD HANGER. U -BOLT SHALL BE LOOSELY FASTENED. INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO PROVIDE LATERAL SEPARATION. 2. PROVIDE 1" X 1" X 1/8" ANGLE WELDED TO BOTH SIDES OF PIPE OF BAR JOIST IF PIPE HANGAR IS MORE THAN 6" AWAY FROM PANEL POINTS. 3, PROVIDE WATER HAMMER ARRESTORS FOR ALL GANG TOILET AREAS OR ANY OTHER SINGLE OR MULTIPLE WATER USING DEVICE. 4. FASTEN ALL INSULATION PIPE SHIELDS TO PIPE INSULATION WITH ADHESIVE. 5. ALL PIPE SUPPORT SYSTEMS SHALL NOT CRUSH THE INSULATION WHEN RESTING UPON THE SUPPORT. THE USE OF METAL SADDLES IS NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS THE WEIGHT SUPPORT LIMIT OF THE INSULATION. 6, PIPE SIZES MAY BE SHOWN FOR THE SAME PIPING ON MORE THAN ONE PLAN. IN CASE OF PIPE SIZE DISCREPANCY, THE LARGER PIPE SIZE SHALL BE CONSIDERED CORRECT DURRING THE BIDDING AND DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT/ENGINEER OTHERWISE. 7. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD DOMESTIC WATER AT ALL RESTROOM LOCATIONS AND HEAT TRAPS FOR WATER HEATERS. 8. PROVIDE 3/4" IMCOA INSULATION ON DOMESTIC COLD WATER PIPING ABOVE CEILING. 9. PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE INSULATED AND HAVE SPACE SEALED WITH FIRE STOP MATERIAL. 10. PROVIDE A POST -SET SYSTEM GAS CONNECTION SYSTEM FOR ALL GAS APPLIANCES. NOTE: NO PLUMBING, GAS, MECHANICAL OR ELECTRICAL CONNECTIONS OR INSTALLATIONS SHALL BE MADE UNTIL THE GENERAL CONTRACTOR, SUBCONTRACTOR AND OWNER/TENANT HAVE FIELD VERIFIED ALL EQUIPMENT REQUIREMENTS WITH EQUIPMENT SUPPLIER. GAS PIPING NOTES 1. GAS PIPING SIZED FOR THE TOTAL CONNECTED LOAD ±50' FROM METER TO FARTHEST CONNECTION, LESS THAN 2 PSI, 0.6 SPECIFIC GRAVITY, 0.5" WATER COLUMN PRESSURE LOSS. 2. GAS PIPING SHALL BE BLACK STEEL, SCHEDULE 40. 3. GAS PIPING CONNECTIONS SHALL BE THREADED EXCEPT FOR PIPING GREATER THAN 4". 4. EXTERIOR GAS PIPING SHALL RECEIVE ONE COAT EACH OF A RUST AND WEATHER RESISTANT PRIMER AND TOP COAT. COORDINATE WITH ARCHITECT FOR COLOR. 5. ALL GAS BURNING EQUIPMENT SHALL BE INSTALLED PER NFPA #58, OR NFPA #96 (COMMERCIAL COOKING EQUIPMENT). 6. COORDINATE NATURAL GAS SERVICE WITH UTILITY COMPANY. 7. SIZE GAS PIPING BASED ON 2014 FBC FUEL GAS (5TH EDITION), TABLE 402.4(2), BASED ON NEWLY INSTALLED LENGTH OF GAS PIPING, FROM METER TO MOST DISTANT CONNECTION OF RELOCATED GAS EQUIPMENT. PLUMBING NOTES 1. ALL WORK & MATERIAL SHALL BE PERFORMED & INSTALLED IN COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODES, & ALL CURRENT AMENDMENTS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 3. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL, MECHANICAL AND STRUCTURAL FRAMING. 4, BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 5. ALL WASTE AND VENT PIPING SHALL SLOPE AT 1% UNLESS INDICATED OTHERWISE. 6. ALL VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3" AWAY. 7. REMOVE ALL FACTORY MARKINGS ON EXPOSED PVC PIPING. USE ACETONE, XYLENE, MEK OR ANOTHER APPROPRIATE SOLVENT. 8. FCO's SHALL BE INSTALLED FLUSH TO FINISHED FLOOR. NO DISHING PERMITTED. 9. ALL UNDERFLOOR WASTE PIPING SHALL BE PVC UNLESS STATED OTHERWISE BY LOCAL CODES AND REGULATIONS. 10. ALL FLOOR DRAINS LOCATED IN THE TOILET ROOMS, MECHANICAL ROOMS AND OTHER LOCATIONS NOT SUBJECT TO PERIODIC WASHDOWN SHALL BE PROVIDED WITH TRAP PRIMERS. 11. ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WCO IS SHOWN, OR AS INDICATED. 12. ALL PENETRATIONS THRU THE ROOF MUST BE DONE BY AXIOM ROOFING. CONTACT JIM BROGDON 0 (904)981-9882. 13. FLOOR DRAIN LINE SIZE AND VENTING IN ACCORDANCE WITH 2010 FLORIDA PLUMBING CODE INCLUDING LATEST REVISIONS, COMBINATION WASTE AND VENT SYSTEM. 14. ALL VENT PIPING SHALL BE LOCATED WITHIN MASONRY WALLS AND OTHER WALL CONSTRUCTION THAT MAY BE USED TO ENCLOSE THE VENT PIPING. PIPING SHOWN ON DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD BECAUSE OF THE DEGREE OF DETAIL INCONSISTENT WITH 1/8" PLANS. IF PIPING CANNOT BE INSTALLED WITHIN THESE STRUCTURES, APPROVAL OF THE ENGINEER OF ANOTHER INSTALLATION METHOD IS REQUIRED. 15. ALL HOT WATER PIPING SHALL BE INSULATED WITH 3/4" FG AND ASJ. 16. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12" (INCHES) FROM ANY VERTICAL SURFACE AND 10' (FEET) FROM ANY OUTSIDE AIR INTAKES. 17. PLUMBING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN EXISTS A CONFLICT WITH THE DESCRIPTION AND MODEL NUMBER. $p, GFS $ E dS�p�, UFF �> gE ASEp (SINE GEM T ool`S SI�DTpip AFH To 5 B SAS SIN PE�E�GY GA SOLOHOOD) IP�EENRINE� GN,) EVER RE GTED Coo 01 FB STIN E CON Fr I,� GPS SERE Zp1 of E%�PIPINo vAS SH �10 LINE�P�T, SIZE � PTIo SNo�N ,� (00 pp G GPNN5TIoN, IFY I -TN of IN IN 0 �/ER NG 120,FRY 120 FRcp YER #$ 22�0 0 f0GE 8 120'000 8 DDE, G 120) 000 PSE #5 GAS RISER 4p Typ.<, 000 Ovo #4 G 3� 1p0GpN� NOT TO SCALE #3 To Edo l 51 R oN �r0 Rox. �E GT NNEG�A GFH GoNNO2 �(N�o (APp I X TOGTU TA0�E E gipp THE 00 gcr Epi Boor ON TR TENCH DRAIN 6" x 24, 6 DEPTH, CAST IRON ANTI -SHIFT LOOSE SET, SQUARE HOLE GRATE, DOME BOTTOM STRAINER W/FLANGED END PLATES -- -- 3 2 NOTE: 1. ALL EXPOSED PIPING TO LAVATORIES TO BE PROVIDED WITH FACTORY FORMED INSULATION COVERS FOR THE P -TRAP AND SUPPLIES, EQUAL TO TRUEBRO HANDI-LAV GUARD. 2. LAVATORIES AND HAND SINKS SHOULD BE 0.5 GPM OR PROVIDE WITH 0.5 GPM AERATOR TO LIMIT FLOW. 3. SEE ANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. * ITEMS TO BE RELOCATED FROM ITS EXISTING LOCATION AND INSTALLED BY GC (INCLUDING ALL CONNECTIONS) T \2., � I � CONNECT TO EXISTING VTR; FIELD VERIFY LOCATION i I y i CONNECT TO EXISTING 4"GW; FCO TR AAV U �I FIELD VERIFY LOCATION ��3 G I FS \ / FD I UNDERBAR / / \ HAND SINK (RELOCATED) FS V HAND SINK (RELOCATED)I i FD (NEW) � I � � � I TR \CONNECT TO EXISTING VTR; FIELD VERIFY LOCATION FS FS� ( / FS / HAND SINK (RELOCATED) FCO / CONNECT TO EXISTING 4"GW;-�/ FIELD VERIFY LOCATION GREASE & SANITARY WASTE RISER NOT to uaLe GAS DEMAND MARK PLUMBING FIXTURE SCHEDULE QUANTITY MARK TOTAL USUAGE FIXTURE DESCRIPTION PIPE SIZES (INCHES) CW HW SAN IVENT 1 (EX) 75100 AND SINK WALL MOUNTED; TO BE RELOCATED FROM ITS EXISTING LOCATION; PROVIDE MIXING VALE (MV) TO LIMIT WATER TO MAX 110• F 1/2 1/2 1-1/2 2 * (EX) 3 COMP SINK 3 COMP SINK TO BE RELOCATED FROM ITS EXISTING LOCATION 1/2 1/2 3 2 #5 (EX) UNDERBAR HAND SINK UNDERBAR HAND SINK; TO BE RELOCATED FROM ITS EXISTING LOCATION; PROVIDE MIXING VALE (MV) TO LIMIT WATER TO MAX 110' F 1/2 1/2 1-1/2 2 co .0 MV 6 BURNER RANGE IXING VALVE WATTS SERIES LFUSG-B-M2, UNDER SINK GUARDIAN; THERMOSTATIC MIXING VALVE, LEAD FREE BRASS 4 -PORT, "H" PATERN BODY; DUAL CHECK VALVES, INTEGRAL SCREENS; SET TEMPERATURE LIMIT TO 110•F 1/2 1/2 -- -- 35, 000/OVEN FD F OOR DRAIN CAST IRON W/FLANGE, INTEGRAL REVERSING COLLAR, SEEPAGE OPENINGS, 7" TOP ON 3" BODY, SATIN NICKEL BRONZE STRAINER, TRAP PRIMER, TAP & TY -SEAL OUTLET 120000 3 2 NOTE: FS F OOR SINK 12" x 12" 6" SUMP DEPTH, CAST IRON BODY WITH ANTI -SPLASH DOME STRAINER -- -- 3 2 O USF d a) O_O D c0) Li LL tri W J TR TENCH DRAIN 6" x 24, 6 DEPTH, CAST IRON ANTI -SHIFT LOOSE SET, SQUARE HOLE GRATE, DOME BOTTOM STRAINER W/FLANGED END PLATES -- -- 3 2 NOTE: 1. ALL EXPOSED PIPING TO LAVATORIES TO BE PROVIDED WITH FACTORY FORMED INSULATION COVERS FOR THE P -TRAP AND SUPPLIES, EQUAL TO TRUEBRO HANDI-LAV GUARD. 2. LAVATORIES AND HAND SINKS SHOULD BE 0.5 GPM OR PROVIDE WITH 0.5 GPM AERATOR TO LIMIT FLOW. 3. SEE ANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. * ITEMS TO BE RELOCATED FROM ITS EXISTING LOCATION AND INSTALLED BY GC (INCLUDING ALL CONNECTIONS) T \2., � I � CONNECT TO EXISTING VTR; FIELD VERIFY LOCATION i I y i CONNECT TO EXISTING 4"GW; FCO TR AAV U �I FIELD VERIFY LOCATION ��3 G I FS \ / FD I UNDERBAR / / \ HAND SINK (RELOCATED) FS V HAND SINK (RELOCATED)I i FD (NEW) � I � � � I TR \CONNECT TO EXISTING VTR; FIELD VERIFY LOCATION FS FS� ( / FS / HAND SINK (RELOCATED) FCO / CONNECT TO EXISTING 4"GW;-�/ FIELD VERIFY LOCATION GREASE & SANITARY WASTE RISER NOT to uaLe GAS DEMAND MARK ITEM QUANTITY USUAGE EACH TOTAL USUAGE ❑ Z t'7 (BTU) (BTU) (EX) WATER HEATER 1 75100 75100 #3 CONVECTION OVEN 1 100000 100000 #4 COUNTERTOP 1 120000 120000 N Z LL GRIDDLE oN 0) W (�0 #5 COUNTERTOP 1 120000 120000 Z0 GRIDDLE cLij G ojf N M co .0 6 BURNER RANGE 4LL 32,000/BURNER #7 W/OVEN 1 35, 000/OVEN 227000 #8 FRYER 2 120000 240000 TOTAL GAS CONSUMPTION 882100 NOTE: SEE MANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. O 3 Uzi V) W Z to Z 0 Z Z U Z Q - 0�}Wo o<W Z pw W W V,Na Z 2)�1 Z (n 0 F W. 3 �FQo OU W N W CL L) a=w c F 3 r owoa ®I� Z aooZ ^/� F ~ Z Q w c=a o,Z,,o Z Z w uj o (L►•�a~ z m a � 0 o0 ry Z Q a z } J Lo d W J Q W v F 2 U x 3 3 z w a o c wo 'W�'a- N U N (w/1 nwaw w=x 0 �_ w w N 0 O W Ln _ Ln O z#z D L -i � a - z � W lyQ U DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-1 1:1 El El (j Z w ❑ Z t'7 c� Q ' M W E � q' �. til U �? J Lu m U 0 N Z LL Lc') N oN 0) W (�0 0 0 Z mN Z0 cLij G ojf N M co .0 O V) 4LL DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-1 1:1 El El (j Z w ❑ Z ❑ c� Q ' M W E � Z W U �? J Lu m U 0 N Z LL Lc') N oN 0) W (�0 0 0 Z mN Z0 cLij G ojf N M co .0 O V) 4LL Q U) o 0 © W m (1) 0 0- �« . -00 Z � a) I- co co crnrn -- J_ co •>00 C�r aUW= m TU O �LZo � 19T v -N N� •0mcu a •p Q O USF d a) O_O D c0) Li LL DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-1 Z w rn N N c� Q ' M W E � Z _U z U �? J Q m U Lc') N z Q W cn J_ Q W D tri W J W U w z 0 cn O z � z m -� CL W F_ - Q W C:) W W = 0 V) z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-1 1/2" CW 1/2" CW --1/2"-HW 1/2" HW o TTI 3 COMP SINK (RELOCATED) ICE WELL & ICE WELL & BAR SPEED RAIL NDERBAR SPEED RAIL (RELOCATED) HAND SINK (RELOCATED)I (RELOCATED) I x� - PROVIDE CODE APPROVED MV, TYP BACKFLOW PREVENTERS, (TYP) II RUN 1/2" CW & HW LINES BELOW SLAB REMOVE & C P ALL EXISTING DOMESTIC WATER O SANITARY PLUMBING FIXTURES NO LONGER REQUIRE FOR NEW SPA.,E LAYOUT, ALL OTHER FIXTURES AR EXISTING & RELOCATED (IF INDICATED) DINING HAND SINK SHUT-OFF VALVE, TYP. 807 CFH— I G-- WE HAND SINK RELOCATED) (RELOCATED) P3/4" CW /,/--3/4" HW ,o CONNECT TO r WATER SUPPLY; F 1/2" CW /73/4" HW ellPROVIDE KITCHEN a_ CODE ❑ Z BACKFLOW PRE W F- Li O � SODA MACHINE m mom moan M� MN)00 CD Mo00 000 0 OnOj OC�0 0 > 0 r- Ong n TI z of C) m — (7 m z C) m -< C) m D= < D D pr D= D =m D =m m m m m m m �J m �7 u m 06 avl o m 0 0 0 rn-+- co co LTTLI L "> O o m a) U U J © r= y V Lf) Ln O d r- N N -q cc t6 'O 'a LJ b OUtet'c) M 0) 0) _OO w P3/4" CW /,/--3/4" HW ,o CONNECT TO r WATER SUPPLY; F 1/2" CW /73/4" HW GAS & DOMESTIC WATER PLAN SCALE' 1/0"= l'-011 GAS PIPING DOWN THROUGH CEILING; PROVIDE AUTOMATIC GAS SHUTOFF VALVE BENEATH CEILING; ROUTE ON WALL @ 12" AFF (EX)c (EX)III r O WALK-IN TO BE RE -USED, ARIES BASED ON 3C FUEL GAS (5TH XISTING GAS LINE N PIPING IS 50') _INE & ROUTE T AS INDICATED F- D 3 w W Z Vj Z U O Z Q Z U r W O 0 a Z N V, U WH Z W W W � N Q. Z 5 V 2 � cr r o-� x =� c�o�3 o a o �O'na Ix"WV) W O � � WL)00 ILoN� ' a (Lr r O _ ~ om0� Z QOWOZ ~Fa C=9 ooW O ZZ~ W o o�L)F- a U � _:D Z a w w o 0 > W Wzao r J J Vaw-' a Lj CL Z cr x 3 3 z W< p a W O N d 2")N L') N WaW 0iEw w ellPROVIDE ❑❑ a_ CODE ❑ Z BACKFLOW PRE u F- Li O � SODA MACHINE w o (NEW) - II SODA MACHINE m U o o; i (RELOCATED) N � of LLI0 7 i w SINK �ti JHAND (RELOCATED) MV, TYP.--/eT' 06N Z U O (/) Q J ch LL Q a - cU 06 avl �U 11J � CD GAS & DOMESTIC WATER PLAN SCALE' 1/0"= l'-011 GAS PIPING DOWN THROUGH CEILING; PROVIDE AUTOMATIC GAS SHUTOFF VALVE BENEATH CEILING; ROUTE ON WALL @ 12" AFF (EX)c (EX)III r O WALK-IN TO BE RE -USED, ARIES BASED ON 3C FUEL GAS (5TH XISTING GAS LINE N PIPING IS 50') _INE & ROUTE T AS INDICATED F- D 3 w W Z Vj Z U O Z Q Z U r W O 0 a Z N V, U WH Z W W W � N Q. Z 5 V 2 � cr r o-� x =� c�o�3 o a o �O'na Ix"WV) W O � � WL)00 ILoN� ' a (Lr r O _ ~ om0� Z QOWOZ ~Fa C=9 ooW O ZZ~ W o o�L)F- a U � _:D Z a w w o 0 > W Wzao r J J Vaw-' a Lj CL Z cr x 3 3 z W< p a W O N d 2")N L') N WaW 0iEw w ❑❑ a_ ❑ Z ❑ u F- Li O � ..� *;�y�j f` w Z l Qw Q LLI m U o M� LL Z N Z W LLI0 7 i w �ti o W 06N Z U O (/) Q J ch LL ❑❑ ❑❑ (3 ❑ Z ❑ u Q xx ' m U J w w Z W Qw r� LLI m U o M� LL Z N O N w w LLI0 O O m O o W 06N Z O (/) Q J ch LL Q a - cU 06 avl �U 11J � CD �z co co LTTLI L "> O o m a) U U J © r= y V Lf) Ln O d r- N N -q cc t6 'O 'a LJ b OUtet'c) M 0) 0) _OO w LL DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 SHEET P-2 o_W r� cn oN J Q xx ' m U J w w Z z Qw z � ::D Q m U < N Z w w 0 Q z a - w U t-_ Ln w O � z C'd O c� z m w elf J W Ln CD W Q � J F -- F— W W = cn O z DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 SHEET P-2 ,,-2” VENT, TYP. — — — —n i �'i(RELOCATED) 3 COMP SINK FS I (NEW) BAR DRAFT BEER FS (NEW) TR COOLER (NEW) ICE WELL & ICE WELL & SPEED RAIL LINDERBAR SPEED RAIL —7 c� (RELOCATED) HAND SINK (RELOCATED) FD M (NEW) (RELOCATED) (N W FCO 19 r.7 -AAV .i REMOVE & CAP ALL EXISTING DOMESTIC WATER & SANITARY PLUMBING FIXTURES NO LONGER REQUIRED FOR NEW SPACE LAYOUT; ALL OTHER FIXTURES ARE _ � EXISTING &RELOCATED (IF INDICATED) CONNECT TO EXISTING 4"GW Z— —4"GW & VTR; FIELD VERIFY LOCATION DINING HAND SINK L HAND SINK I (RELOCATED)I (RELOCATED) I _ — — — — - I MEN TR (NEW) KITCHEN I STEAM TABLE (FS W) STEAM TABLE r� f T T T-T'T-1 I I I I FCO -----4„GW----- AV ® 1 0 (EX) CONNECT TO EXISTING 4"GW & VTR; FIELD VERIFY LOCATION U _.i I t SODA MACHINE W/ICE BIN —kFS NEW) ,(NEW) • SODA MACHINE W/ICE BIN (RELOCATED) L HAND SINK (RELOCATED) GREASE & SANITARY WASTE PLAN SCALE: 1/4"=1' 0" (EX) DISHWASHING HALL (EX) \ 'li (EX) (EX) (EX) \ (EX) 0 EX (j z W (EX) , _- N (EX)\ (EX)III (EX) (EX) (EX) (EX)III WALK-IN COOLER DRY STORAGE 0 x 3 z W z W Z NZoo O Z Z U Z < - a> 0` Z w Z W0 o a z N Lo?o oWu W W V) a Z D c) Z N cr c�o.23 �7 < W W 6:2 CL U p O CL o o m O r W W ® oWima I� Z ^ aooZ I -Z Q F(// �oZo O �I(^/ V 00 r QW Z o AU O = Z Q E H N W W O J W 07 x Z W aO a z vJa w a �0~N a Z Waoa Lis U N LLJ X u) vn W a. W W s x x 0 - W f - ❑❑ F-1 11 (j z W ❑ Z ❑ C� ¢ a_ m Uo J Lx W _ U W r� Q m U o ��/W LL Z N 0 N 0 0) � 0 O g cO G z mN zco ui od N o0) a J 0) LL Q cl V) I— U c.e ° 06 am .Lu �z 0m o0 -- y_ rn W= L>Oo M0.9 © =U ODQ ,0�� U O � d' r ON N 0UJ 'a (4 (C 'a 0 a O oC)qt 0 Mem _00 z � � w LL LL DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-3 o z W r� Z oN ¢ a_ m Uo J Lx Z _ U W Z ::D Q m U Q C/-) N z � 0 g z cl w cn cl� Q z O z � � w w w cl� O w J c:) w Li = V) O z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-3 W x W r� I� z N oN J Lli CD Ln 1/2" COLD WATER J W W z �Q , z � Lj /'� o y Irky_ SUPPLY DOWN IN Z LLJ LL- LC') N PROVIDE FULL PORT BALL SHUT-OFF PARTITION WHERE SHOWN ON PLAN. Q Lf) _, o VALVE ON ROUGH -IN. SCREWED FITTINGS/PIPE - Q w SANITARY VENT PIPING, TERMINATE EJ-610mm o ADAPTER AND SIX CEILING INTO CEILING PLENUM DO NOT INSTALL VALVES (24") ABOVE ROOF (MIN.) c� DOUBLE CHECK VALVE c FOOT LONG SOFT IN CEILING SPACE INSTALL WATER FILTER PER MANUFACTURER'S INSTRUCTIONS m COPPER TUBING TO CUBER WATER INLET. CONNECT TYPICAL PIPE SUPPORT ADJUSTABLE CLAMPS (TYPICAL) STAINLESS STEEL CLAMP &SCREW(TYP.)PIPE 1" SLEEVE VENT EXTEND THRU ROOF & TERMINATE HANGER WITH RETURN BEND ALONG WALL COOKINGE RELY D w IF FURNISHED WITH ICE MACH, MULTIPLE CUBERS EQUIPMENT, ABOVE FLOOR, WITH SCREWED ANCHORED FROM WALL. Q � INSTALL WHERE ACCESSIBLE. J WHERE REQUIRED FITTINGS, SIZE AS SHOWN ON PLANS. IT MANUAL GAS VALVE PATE EQUAL STEPPED — — — — — — — — WITH LEVER HANDLE. IN POLYVINYLCHLORIDE BOOT CUBER w w QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PLUMBING CONTRACTOR SHALL INSTALL GAS VALVE ROOF MEMBRANES CLAMPED TO BASE CAULK TIGHT SCHEDULE 40 GAS LINE = cn O z INDIRECT DRAIN OPEN TO ATMOSPHERE AT PROVIDE MANUAL GAS VALVE LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE FURNISHED BY OTHERS GALV. SLEEVE ATTIC RETURN f AIR PLENUM UPPER END EQUIPMENT IF POSSIBLE. PATE OR EQUAL SPUN ALUMINUM I � BASE SET IN MASTIC /SEAL PIPE DROP OF SIZE AND ROOF INSTALLATION LOCATION SHOWN ON PLAN CEILING FLEXIBLE APPLIANCE CONNECTOR o_ CONNECT TO CUBER AND FURNISHED AND INSTALLED BY ICE BIN DRAIN OUTLETS PLUMBING CONTRACTOR WITH WALL I I AS REQUIRED SWIVEL JOINTS ON BOTH ENDS. G TYPICAL 6" DIRT LEG �J u TO 6' ABOVE FLOOR NOTE: DIRT LEG--� REFER TO ARCHITECTURAL/ REFER TO PLANS FOR PIPE SIZES STRUCTURAL DRAWINGS FOR CONTRACTOR TO TEST SLEEVE TRENCH ID ROOF CONSTRUCTION WITH 3 P.S.I. AIR PRESSURE. W/TOP 1/ BELOW FLOOR. PROVIDE TRENCH AT FRONT EDGE OF ICE FLOOR MACHINE, WHERE ACCESSIBLE FOR CLEANING -NOT UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. (TYP) REFER TO MANUFACTURER'S INSTRUCTIONS FOR FINAL GAS TUBING ORIENTATION & CONNECTIONS ICE MACHINE CONNECTIONS COOKING APPLIANCE GAS PPE SANITARY VENT THRU ROOF GAS PPE SLEEVE THRU WALL NOT TO SCALE NOT 0 SCALE NOT TO SCALE NOT TO SCALE USE HARD COPPED OR PV ABOVE FLOORS B, OF SIZE AS SHOWN ON PLANS. COMPARTMENT SINK WITH COPPER PIE COUPLING ------- (TYPIC TYPICAL FOR ALL COMPARTMENT SINKS SINKS) SHUTOFF VALVE 1-L00R SLA 1/2"0 CW DOWN THRU 1/2"0 TPS DOWN THRU SLEEVE ® FLOOR SLAB CRUSHED ROCK . SLEEVE ® FLOOR SLAB SEAL OPENING AT SLEEVE, TYP. PIPE SLEEVE UP THRU SLAB FOR TRAP PRIMER VALVE PROTECTION DURING CONST., TYP. 2" SLEEVE HGT. A.F.F. FINISH FLOOR SANITARY 1/2" PVC FLOOR DRAIN TRAP MAKE-UP WATER LINE. FLOOR CW SUPPLY PIPING CONCEAL PIPING IN WALL TO COMPACTED EARTH. BELOW SLAB AND SLOPE TO PROVIDE EIASTOMERIC WITH CLOSED -CELLULAR INSALATION FLOOR DRAIN. PROVIDE STYROFOAM OR UNICELLULAR SEAMLESS 1 2" INSULATION ON PIPE TPS CW FLOOR SINK GREASE WASTE TO GREASE TRAP MASONRY SUPPORTS BLOW FLOOR SLAB, USE TYPE "K" SOFT AND TO STUB ABOVE COPPER TUBE WITHOUT FLOOR ONE INCH. PITCH T.P.S. PIPING INSTALL ABOVE HEIGHT OF JOINTS BELOW FLOOR (OR SILVER SOLDER). IF HOT AND COLD WATER TOWARD DRAIN SANITARY & INSTALLATION REQUIREMENTS PER CODE PIPES ARE INSTALLED IN PROVIDE SAND SAME TRENCH, SEPERATE THEM BY MINIMUM 12". BACKFILL. SURROUND PIPE MINIMUM 4 INCHES TRAP PRIMER DETAIL WATER PIPE UNDER SLAB CW 8c TPS DOWN TO BELOW UTILITY SINK AND GREASE TRAP SLAB TYP CAL D ETA L NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE MAY EXTEND AS A WASTE OR VENT SINK COUNTER O STUDOR CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR. FLOOR LINE WALL o LCOVER P -TRAP r z AND SCREW „ PLUGGED T EE WITH CLEANOUT SAN. PIPE N z z o z a - 3 N } w 0 zu wUzi FLOOR LINE z - V) Lo w Ow w N d N 1,- 1/8" C.I. BEND ? :3 z BALANCE OF PIPING SAMEx FLOOR Li AS CLEANOUT TO GRADE 0X3 � N Q V N W Lu p�F- CL LJ 2 D 1/8" C.I. BEND NOTES: `n a o o BALANCE OF PIPING SAME 1) THE AIR ADMITTANCE VALVE SHALL BE LOCATED A x CLEANOUT SHOULD NOT BE AS CLEANOUT TO GRADE MINIMUM OF 4" ABOVE THE HORIZONTAL BRANCH w w LOCATED IN CARPETED AREA.o DRAIN OR FIXTURE DRAIN BEING VENTED. a 2) ACCESS SHALL BE PROVIDED AT ALL AIR ADMITTANCE z w } VALVES. THE VALVE SHALL BE LOCATED WITHIN A Foo a VENTILATED SPACE THAT ALLOWS AIR TO ENTER 7 o w o THE VALVE. / z ~ V PROVIDE WCO WHERE SHOWN ON POLAN, AND ON SANITARY CLEANOUT LOCATE ABOVE FIXTURE FLOOD RIM WITH WASTE BRANCHES NOT SERVED WITH A FLOOR 4' OF FLOOR IN ACCORDANCE WITH LOCAL CODES. 3) THE AIR ADMITTANCE VALVE SHALL BE RATED IN ACCORDANCE WITH THE STANDARD FOR THE SIZE OF o o Le THE VENT TO WHICH THE VALVE IS CONNECTED. p = Z Q � AyWWo > o x z W FLOOR CLEANOUT WALLCLEANOUT AIR ADMITTANCE VALVE Jazz w a ccoN X 3 3 NOT TO SCALE NO TO SCALE NOT TO SCALE z X o wo(nd cnwaw w x x x �- W x W r� I� z N oN J Lli CD Ln U J W W z �Q , z � Lj /'� o y Irky_ w m U_ Z LLJ LL- LC') N El El (j 0 E ❑ z ❑ N)N W M �/ W o L.L z Q N '^ O� c vO G z ca N Z (oo t O� to m � v ¢ ! L© p v 2Z LV 4) 0- 3 as NN m aD r � t� VS c E W= LCCo co � > . . Via) V ©=V�cogr NUS �noIq Iq -acoca o� ole44 D Q M a o) 00 Lu- LL DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-4 z o W r� I� z � oN J Q x U J W W � z �Q U z � Q w m U_ C/)0z LC') N Q Lf) _, o Q w c) > w o � c� z m W w w Q � J w w = cn O z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET P-4 MECHANICAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, AND TRANSITION AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COSTS. 2. LOCATE ALL RTU's, EF's, AND OTHER SERVICEABLE MECHANICAL EQUIPMENT A MINIMUM OF 10 FT FROM THE ROOF EDGE. GUARDS SHALL BE PROVIDED WHERE SERVICEABLE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10 FT. OF A ROOF EDGE. THE GUARD SHALL EXTEND NOT LESS THAN 30 IN. BEYOND EACH END OF SUCH EQUIPMENT, AND THE TOP OF THE GUARD SHALL BE LOCATED NOT LESS THAN 42 IN. ABOVE THE ELEVATED SURFACE ADJACENT TO THE GUARD. 3. PROVIDE CONICAL TAKE -OFFS FOR ALL TAPS INTO DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 4. COORDINATE DIFFUSER BOXES, SUPPLY, RETURN GRILLES AND OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES WHERE THE AIR DISCHARGES DIRECTLY ON THE FIXTURE. ENGINEER MUST BE NOTIFIED IN ALL CASES WHERE COORDINATION IS IN QUESTION. 5. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT AND DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES AND DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. ADDITIONAL COMPENSATION RESULTING FROM EQUIPMENT SUBMITTED FOR REASONS OF CONTRACTOR PREFERENCE OR AVAILABILITY, SHALL BE PAID BY THIS CONTRACTOR WITH NO ADDITIONAL EXPENSE TO THE OWNER. 6. CONTRACT DRAWINGS ARE BASED ON THE EQUIPMENT SPECIFIED. MAKE ADJUSTMENTS, MODIFICATIONS OR CHANGES REQUIRED, DUE TO USE OF OTHER EQUIPMENT, WITH NO ADDITIONAL COMPENSATION EXPECTED FOR OR DEMANDED BY THIS CONTRACTOR OR ANY OTHER CONTRACTOR OR TRADE. ANY ADDITIONAL COMPENSATION AS A RESULT OF CHANGES IN EQUIPMENT, STRUCTURAL FRAMING, CONCRETE FOUNDATION, OR OTHER PHYSICAL CHANGES SHALL BE BORE BY THIS CONTRACTOR, WITH NO ADDITIONAL EXPENSE TO THE OWNER. 7. PROVIDE THERMOSTATS FOR ALL RTU's WHETHER SHOWN OR NOT. IF LOCATION IS NOT SHOWN ON DRAWINGS, CHECK WITH ENGINEER FOR EXACT PLACEMENT. LOCATIONS SHOWN ARE APPROXIMATE, AND MAY NEED TO BE ADJUSTED DUE TO FURNITURE LOCATIONS OR OTHER OBSTRUCTIONS. THERMOSTATS LOCATED IN PUBLIC AREAS SHALL BE IN A LOCKABLE CASE. 8. PROVIDE SMOKE DETECTORS IN RETURN DUCTS FOR ALL RTU'S THAT DELIVER 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN. CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARM IN A CONSTANTLY OCCUPIED LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE". 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2014 FLORIDA MECHANICAL CODE, WITH ALL REVISIONS, NEPA 90A AND ASHRAE 62-2001. 10. MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AIR BALANCE REPORT, EQUIPMENT AND LABOR WARRANTIES AND PROVIDE A COMPLETE, OPERATIONAL MECHANICAL SYSTEM IN COMPLIANCE WITH ALL APPLICABLE CODES. 11. MAINTAIN A MINIMUM OF 10'-0" BETWEEN ALL OUTDOOR INTAKES AND ANY VENTS OR EXHAUSTS. 12. ALL DUCTWORK LOCATED IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM R-6. 13. RTU's SHALL HAVE AN OUTDOOR AIR INTAKE BALANCED TO SCHEDULED VALUES. 14. ROUTE CONDENSATE FROM RTU'S TO NEAREST ROOF DRAINS. 15, RTU CONCEALED DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS. EXPOSED DUCT SHALL BE INTERNALLY INSULATED, DOUBLE -WALLED, GALVANIZED RECTANGULAR DUCT PAINTED BLACK. 16. ALL RTU'S AND EF'S SHALL BE INSTALLED ON FACTORY INSULATED ROOF CURBS. 17. ALL ROOF CURBS SHALL BE FABRICATED SO THAT THE TOP OF CURB IS LEVEL WITH THE HORIZON REGARDLESS OF ROOF PITCH. 18. ALL UNITS SHALL HAVE INSULATED DRAIN PANS AND SHALL BE INTERNALLY INSULATED AND WATERPROOFED. CONDENSATE SHALL BE SIZED AND TRAPPED PER MANUFACTURER'S RECOMMENDATIONS. 19. RTU CASINGS SHALL BE DIEFORMED STEEL WITH SMOOTH PANEL CONSTRUCTION WITHOUT SHARP ANGLES OR EDGES. ALL COMPONENT SECTIONS SHALL HAVE REMOVABLE PANELS FOR ACCESS TO THE INTERIOR. 20. PROVIDE ENGINEER OF RECORD WITH HVAC EQUIPMENT CUT SHEETS. CUT SHEETS SHALL BE APPROVED PRIOR TO INSTALLATION. 21. MECHANICAL DUCT IS SHOWN CONCEPTUALLY, ONLY. CONTRACTOR MUST VISIT SITE AND FIELD VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD CHANGES NEEDED FOR PROPER DUCT INSTALLATION. OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 Vbz = (Rp)(Pz) -f- (Ra)(Az) MARK PEOPLE ZONE AREA ZONE UNIT BREATHING OUTDOOR SPACE OUTDOOR POPULATION OUTDOOR FLOOR EXHAUST ZONE AIR LAY-IN/SURFACE AIR RATE (P=) AIR RATE AREA (Ea) (Vb=) SUPPLY ELECTRICAL DATA (RP) 1,2 (R.) (AZ) RETURN REGISTER SIDEWALL CFM DINING 7.5 134 0.18 1709 N/A 1313 1315 BAR 7.5 21 0.18 520 N/A 251 255 KITCHEN 7.5 3 0.12 450 315 76 405 DISHWASHING 7.5 3 0.12 555 N/A 89 90 OFFICE 5 1 0.06 213 N/A 18 20 HALL 0 0 0.06 195 N/A 12 15 TOTAL 0/A REQUIRED = 1,759 CFM TOTAL - 315 1759 2100 0/A PROVIDED THROUGH RTU -1-5 = 2,100 CFM SENSIBLE (CFM) (A) (A) OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w EXISTING ELECTRIC ROOFTOP UNITS & MARK INDOOR FAN DATA COOLING CAPACITY NEW ELECTRIC ROOFTOP UNIT MARK A 4 -WAY SUPPLY ELECTRICAL DATA 24"x 24" / 12"x 12" / 12" x 6" INDOOR FAN DATA 1-3 UNIT TYPE COOLING CAPACITY LAY-IN/SURFACE SEER MCA MOCP COMP. OUTDOOR HEATER DUCT ELECTRICAL DATA TOTAL 1,2 L D RETURN REGISTER SIDEWALL 30" x 10" TITUS 355FS 1,2 REFLECTS SUPPLY E PERFORATED DIFFUSER LAY-IN/SURFACE 24"x 24" TITUS PCS COMP. OUTDOOR 0/A HEATER MOTOR EDB EWB TOTAL TOTAL SENSIBLE MARK (A) EER MCA MOCP RLA FAN FLA RATING BASIS OF DESIGN WEIGHT NOTES TOTAL 2.0 HP FLOW (CFM) (W. G.) (HP) ('F) ('F) ('F) (BTU/HR) (BTU/HR) U Cn (A) FLOW 0/A ESP MOTOR EDB EWB AMBIENT TOTAL SENSIBLE (CFM) (A) (A) (A) (A) (kW) VOLTS Hz PHASE (LBS) (CFM) (CFM) (W. G.) (HP) ('F) ('F) ('F) 3373 (BTU/HR) (BTU/HR) 1.23 80.0 67.0 95.0 90,600 70,668 11.3 -- __ 13.1 13.1 1.4 1.4 208 60 RTU -1 DAIKIN DCC090 3000 800 1.0 1.5 80.0 67.0 95.0 1.0 88,000 65,100 11.3 51 60 13.1 13.1 -- 1.4 1.4 11.4 208 60 3 DAIKIN DCC090 1-3 NOTES: 1-2 RTU -4 1665 100 0.5 1.0 80.0 67.0 95.0 60,000 -- 1. PROVIDE PROGRAMMABLE THERMOSTATS FOR ALL RTU's, MOUNTED @ 48" AFF. -- 208 60 3 TRANE TSC06 2. PROVIDE DUCT MOUNTED SMOKE DETECTOR IN RETURN AIR, WIRED TO SHUT DOWN RTU. POWER WIRING BY ELECTRICAL CONTRACTOR, CONTROL (24VAC) WIRING BY MECHANICAL CONTRACTOR. 80.0 3. PROVIDE AIR ECONOMIZER SYSTEM ON ALL RTU's. 60,000 -- 13 -- -- 16 1.4 OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w EXISTING ELECTRIC ROOFTOP UNITS & MARK INDOOR FAN DATA COOLING CAPACITY FACE SIZE BASIS OF DESIGN NOTES MARK A 4 -WAY SUPPLY ELECTRICAL DATA 24"x 24" / 12"x 12" / 12" x 6" TITUS TMS 1-3 UNIT TYPE B EGGCRATE RETURN LAY-IN/SURFACE SEER MCA MOCP COMP. OUTDOOR HEATER DUCT 12" x 6" TOTAL 1,2 L D RETURN REGISTER SIDEWALL 30" x 10" TITUS 355FS 1,2 REFLECTS SUPPLY E PERFORATED DIFFUSER LAY-IN/SURFACE 24"x 24" TITUS PCS MARK TOTAL 0/A ESP MOTOR EDB EWB AMBIENT TOTAL SENSIBLE /EER (A) (A) RLA FAN FLA RATING HOOD 3724 3724 BASIS OF DESIGN WEIGHT NOTES DIRECT 2.0 HP FLOW (CFM) (W. G.) (HP) ('F) ('F) ('F) (BTU/HR) (BTU/HR) U Cn (A) (A) (kW) VOLTS Hz PHASE (LBS) 2. PROVIDE BACKDRAFT (CFM) U 3. SEE HOOD SPECIFICATIONS, SHEETS M-3,4,5. z Q v w w RTU -2 3373 400 1.0 1.23 80.0 67.0 95.0 90,600 70,668 11.3 -- __ 13.1 13.1 1.4 1.4 208 60 3 DAIKIN DCC090 1-2 RTU -3 2000 400 0.5 1.0 80.0 67.0 95.0 60,000 -- 13 -- -- -- -- -- 208 60 3 NORDYNE GP4SA-060C 1-2 RTU -4 1665 100 0.5 1.0 80.0 67.0 95.0 60,000 -- 13 -- -- 16 1.4 -- 208 60 3 TRANE TSC06 1-2 RTU -5 1665 400 0.5 1.0 80.0 67.0 95.0 60,000 -- 13 -- -- 16 1.4 -- 208 60 3 TRANE TSC06 1-2 OTES: 1. PROVIDE PROGRAMMABLE THERMOSTATS FOR ALL RTU's, MOUNTED @ 48" AFF. 2. PROVIDE DUCT MOUNTED SMOKE DETECTOR IN RETURN AIR, WIRED TO SHUT DOWN RTU. POWER WIRING BY ELECTRICAL CONTRACTOR, CONTROL (24VAC) WIRING BY MECHANICAL CONTRACTOR. OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w ARK AIR DISTRIBUTION DEV CE SCHEDULE CFM & MARK DESCRIPTION MOUNTING FACE SIZE BASIS OF DESIGN NOTES MARK A 4 -WAY SUPPLY LAY-IN/SURFACE 24"x 24" / 12"x 12" / 12" x 6" TITUS TMS 1-3 UNIT TYPE B EGGCRATE RETURN LAY-IN/SURFACE 24"x 24" / 12"x 12" TITUS 50F 2,3 NOTES C 2 -WAY SUPPLY DUCT 12" x 6" TITUS 30OFS 1,2 L D RETURN REGISTER SIDEWALL 30" x 10" TITUS 355FS 1,2 REFLECTS SUPPLY E PERFORATED DIFFUSER LAY-IN/SURFACE 24"x 24" TITUS PCS 1-3 NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. 3. MOUNTING TYPE BASED ON CEILING TYPE. CHECK CEILING TYPE BEFORE ORDERING. OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w AIR BALANCE SCHEDULE & UNIT OUTSIDE AIR FAN SCHEDULE EXHAUST AIR PRESSURE MARK RTU -1 SERVICE 2200 TOTAL AIR -- E.S.P. G) UNIT TYPE DRIVE POWER OR W) AMPS VOLTS/PH/Hz MANUFACTURER MODEL NUMBER NOTES RTU -3 400 1600 2000 -- (CFM) L (W 100 1565 (HP -- +100 REFLECTS SUPPLY RTU -5 400 1265 EF -1,2 -- HOOD 0L 2312 -- 1.00 ROOF DIRECT 1.0 HP 6.1 208/1/60 CAPTIVE AIRE DU85HFA 2,3 270 MUA-1 © HOOD 3724 3724 -- 0.4 ROOF DIRECT 2.0 HP 6.1 208/3/60 CAPTIVE AIRE A2 -20D 2,3 OTE: U Cn 1. INTERLOCK WITH LIGHT SWITCH. V) w 0 CD z o V) 2. PROVIDE BACKDRAFT DAMPER. U 3. SEE HOOD SPECIFICATIONS, SHEETS M-3,4,5. z Q OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w AIR BALANCE SCHEDULE & UNIT OUTSIDE AIR RETURN AIR SUPPLY AIR EXHAUST AIR PRESSURE - Co RTU -1 800 2200 3000 -- +800 255 - RTU -2 400 2973 3373 -- +400 CFM RTU -3 400 1600 2000 -- +400 L RTU -4 100 1565 1665 -- +100 REFLECTS SUPPLY RTU -5 400 1265 1665 -- +400 0L EF -1,2 -- -- -- 4624 -4624 EF -EXISTING -- -- -- 270 -270 © MUA-1 3724 -- -- -- +3724 :2:2 TOTAL 5824 9603 __11703 4894 +930 OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w BRANCH & FLEX DUCT SCHEDULE ❑ 0 - 160 CFM - Co I- 165 - 250 CFM - 8"m LCL Li 255 - 380 CFM - 10"2 D 385 - 470 CFM - 12"o Lj 475 - 700 CFM - 14"o L 705 - 1100 CFM - 16"o N TE : BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. OUT DOOR AIR INTAKE PREF, INSUL FAST[ ROOF CuHb ANGLES /C UNIT RAIN TRAP; OUTE TO RAIN CEILING CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE D 0 3 Z w z w Z 0 U Zaz� V) �ro,) Z wZ oa N Z U wZ o w w wNa ZZZ v 0 � z 3 a a o �L)wV) Lo a ow M :)0�o� a o u.) CEUi Lu r 3 r oXmcr o m 0 d ZooZ ® 5 ~ z a o w� oz to / w o n w-- l) U LI z a z m CulaEs aEs®I _ w w o 0 >oNw U ! m z w o r J n. Z N n W J a w N = w U x $ 3 z w a o a X w J wo L a - z . w, � v) LL) wxxx or - w - w El El ❑ Z ❑ N I- N '�`• M p' LCL Li Ln Ln ch < =) < ULLJ D o I w Z L.L Q Lj LU (D o z w L Z M c� G W N Cay Q C) QM �Q a QQQ �U El (j El El ❑ Z ❑ N � M W p� ch < =) < ULLJ z o I w Z L.L Q 04 p to LU (D o 0) 0 z Z M c� G W N Cay O to QM �Q a QQQ �U 0L 4- �o um W mm Ca Z Ca (D M ap r- 0 »rnrn co cpm �F- LLJ = Q> 0 0 m a) U © T" XL) +Cn+C�e- LoIrt1vt 0V J -a ca co 0QT-- N N N :2:2 r,c�000 M"')(3) 0) _00 i LL LL 0 w DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET zWN N � p� J w < =) < Z 0 z _ U I w Q Li m N � z Q J Q cn Q w a cn w J 0 w U Cn V) w 0 CD z o V) z Q w U z Q v w w w J Q � I - w w = O Cn Z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET D mwe 3 OAR ILA3--Y 1 ALL NEW EQUIPMENT TO MATCH EXISTING; PAINI AS NECESSARY, TYP. 0 110 I I I I/B\ 3 I 10 LF�X_ol I RTU -1 N I (NEW) I 4 16x14 I! NOT pgRT OF Ti1S PERMIT fr HOOD LOCATIONS ARE APPROXIMATE; SEE RCP & ROOF PLAN FOR EXACT LOCATION OF ALL HOOD EQUIPMENT; ADJUST ROUTING OF DUCT AS NECESSARY TO MEET ALL FLOW REQUIREMENTS - EX (EF) B S0 EX 48 *24x22 j RTU -2 B I (EX) 4 I 8x14 10x14 14x14 116x14 18x1618x18 20xi 8122xl 81 1 26x18 I I I T� �r E , E Ex 0 46 41 1 A / VY 2 2 2 ❑❑ EF - 1-- KEH-1 (ON ROOF) KITCHEN KEH-2 --EF-2 (ON _ ROOF) 111 111 111 111 111 10 10 10 10 10 10 ENT TO MATCH AS NECESSARY, TYP. Lij cl-I EX (EF) B S0 EX 48 *24x22 j RTU -2 B I (EX) 4 I 8x14 10x14 14x14 116x14 18x1618x18 20xi 8122xl 81 1 26x18 I I I T� �r E , E Ex 0 46 41 1 A / VY 2 2 2 MECHANICAL PLAN 1 SCALE: 1/4110 11-011 EXISTING 0 mwe 0 EXISTING DISHWASHING HALL EX 75 EXISTING EX 75 EF (EX)® A I 31 WALK-IN COOLER DRY STORAGE w ❑❑ U ALL NEW EXISTING; EQUIP PAINT ENT TO MATCH AS NECESSARY, TYP. Lij cl-I CD � 0 =OLLJ 0 C 12x12 ^` --__ . 10x10 Li M M W LL_ w Z I r RTU -31 I G OPEN TO BELOW W/SCREEN (1600 .�,.•" _ G/ -C-\ (EX) I `t �° I I CFM) ' I Z DINING ZC) I I T)U r�W�/ 0(/) 0 Q C 0 0 0 cncn (EXISTING) � (/j m a. 4- _N a) Q X 4J '_`6 0 C C Z N ©W 20 c c:ai� Lr) Ov -qmm X 00L `—_NN O UIct0 Ct a'p MECHANICAL PLAN 1 SCALE: 1/4110 11-011 EXISTING 0 mwe 0 EXISTING DISHWASHING HALL EX 75 EXISTING EX 75 EF (EX)® A I 31 WALK-IN COOLER DRY STORAGE w ❑❑ U ^ ® Z ❑ Lij cl-I CD � M N =OLLJ ! - r-) ^` W Li M M W LL_ w Z Q o04 .�,.•" _ U 01 Q � 0 ❑❑ ❑❑ U ^ ® Z ❑ E 0 (N M N 10L r-) N W U M M W LL_ w z Z o04 w w� 01 Q � 0 J Z o co Lo ZC) T)U r�W�/ 0(/) QJ U Q © VJ '^ VJ�C ch U 0 OO Z W � (/j m a. 4- _N a) Q '_`6 � = Q�pp ONU ©W 20 c c:ai� Lr) Ov -qmm 00L `—_NN O UIct0 Ct a'p Q M � 0) � O O lu'_ Ln EVIS LL O o 0 3 �EL- ao �LLI �WN CL CL U � O 00 a m N 0 �ww>1 O K ZO = a omoa z w r aooZ �~tea ® �ZNc- a w o / CF om \/® N Z N O m w (/��\J^ E- Kz W O r J a z N a W< a W N H= UW V) X - 3 N w a Q wo(na 2 " 10 cnw a w o w DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 M-2 ar� ^ ® z O z E 0 M N O r-) N U m LL_ w z Z0 w w 01 Q a J Q w m LLJ T)U w a � Q O o 0 3 �EL- ao �LLI �WN CL CL U � O 00 a m N 0 �ww>1 O K ZO = a omoa z w r aooZ �~tea ® �ZNc- a w o / CF om \/® N Z N O m w (/��\J^ E- Kz W O r J a z N a W< a W N H= UW V) X - 3 N w a Q wo(na 2 " 10 cnw a w o w DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 M-2 ^ ® E 0 O /0 U w w w LLJ z � � U o ~ `` Lu O Ln EVIS oZZ� B ## _ 3<V � D T / __/ _w}Wo oaw� Z W 56 ED wzca; W w Z w = O ��V)a cn z r- Z=�'-w O o 0 3 �EL- ao �LLI �WN CL CL U � O 00 a m N 0 �ww>1 O K ZO = a omoa z w r aooZ �~tea ® �ZNc- a w o / CF om \/® N Z N O m w (/��\J^ E- Kz W O r J a z N a W< a W N H= UW V) X - 3 N w a Q wo(na 2 " 10 cnw a w o w DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 M-2 Nnnn TATFnRAfATTnN Trnnn TNFOPA4ATTnN PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 B2 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 TAG OPTION FILTER(S) MAX. EXHAUST PLENUM UTILITY CABINET(S) TYPE WIDTH LENG. DIA. CFM S.P. 1 HOODCONFIG. TAG TOTAL FIELD WRAPPER 4.00" High Front, Right RISER(S) END T MUA 12" 24" 616 0.170" MUA 12" 24" 616 0.170" HOOD TAG MODEL LENGTH COOKING MUA CFM AC CFM HOOD EXH. CFM WIDTH LENG. HEIGHT DIA. CFM VEL. S.P. NO. AC 8" 108 0.037" TYPE QTY. TEMP. LENGTH EFFICIENCY @ 7 MICRONS CONSTRUCTION END U ROW SIZE Q 5424 600 12' W M�z m 12" GREASE DRAIN WITH REMOVABLE CUP GUARD W 430 SS TYPE SIZE MODEL # 1 KEH-1 WGHT WGHT 9' 3" Deg, 2312 6 20" 4" 16" 2312 1656 -0.831" 1850 555 LEFT LL LL ALONE o YES ND-2-ACPSP-F I- 1— Where Exposed w W 5424 2 600 Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 Screw In Halogen NO Right 12"x54"x24" 430 SS sul R102 3.0/3.0 DCV -2111 2 KEH-2 744 9 3n Deg. 2312 4" 16" 2312 1656 -0.831" 1875 648 RIGH ' ALONE 1 Fan ND-2-ACPSP-F Where Exposed Trnnn TNFOPA4ATTnN PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 B2 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 Troon nPTTnVll HOOD NO. TAG OPTION FILTER(S) LIGHT(S) FIELD WRAPPER 4.00" High Front, Left UTILITY CABINET(S) TYPE WIDTH LENG. DIA. CFM S.P. 1 HOOD TAG 111" FIELD WRAPPER 4.00" High Front, Right RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS MUA 12" 24" 616 0.170" MUA 12" 24" 616 0.170" MUA 12" 24" 616 0.170" AC 8" 111 0.039" WIRE AC 8" 111 0.039" AC 8" 111 0.039" AC 8" 111 0.039" FIRE SYSTEM ELECTRICAL SWITCHES FIRE SYSTEM HOOD HANGING MUA 12" 24" 625 0.175" MUA 12" 24" 625 0.175" MUA 12" 24" 625 0.175" AC 8" 108 0.037" AC 8" 108 0.037" NO. AC 8" 108 0.037" TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 7 MICRONS QTY. TYPE U LOCATION SIZE Q 00C O .. 12' W M�z m 12" GREASE DRAIN WITH REMOVABLE CUP GUARD W Q.j00 TYPE SIZE MODEL # QUANTITY PIPING WGHT WGHT 1 KEHA Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO _O _O LL LL w J o YES 571 I- 1— a w W LBS 2 KEH-2 Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 Screw In Halogen NO Right 12"x54"x24" A sul R102 3.0/3.0 DCV -2111 1 Light YES 744 A 150 1 Fan LBS Troon nPTTnVll HOOD NO. TAG OPTION 1 WIDTH FIELD WRAPPER 4.00" High Front, Left BACKSPLASH 80.00" High X 234.00" Long 430 SS Vertical TYPE WIDTH LENG. DIA. CFM S.P. 1 LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS 2 111" FIELD WRAPPER 4.00" High Front, Right RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS PF. RFnRATF.Tn ,wTPPT,Y PT,F Ajrrw(.S' ) HOOD NO. TAG POS. LENGTH WIDTH HEIGHT RISE (S) TYPE WIDTH LENG. DIA. CFM S.P. 1 KEH-1 Front 111" 28" 6" MUA 12" 24" 616 0.170" MUA 12" 24" 616 0.170" MUA 12" 24" 616 0.170" AC 8" 111 0.039" AC 8" 111 0.039" AC 8" 111 0.039" AC 8" 111 0.039" AC 8" 111 0.039" 2 KEH-2 Front 123" 28" 6" MUA 12" 24" 625 0.175" MUA 12" 24" 625 0.175" MUA 12" 24" 625 0.175" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" 3" T- 54" 28" KEH-1 016" 11 1/2" U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly ® GREASE DUCT SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL -1978 AND IS INSTAL ED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIR : BARRIER 2000 PLUS. MODEL "DW" DOES NOT REQUIRE WELDING PROVI ING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "D\A'" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16" PER 12", HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12". DUCT SHOULD BE SLOPED AS MUCHAS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL -2221 LISTED DOUBLE WALL GREASE DUCT EQUAL TO CAPTIVEAIRE SYST MS MODEL "DW- 2R, 3R, OR 3Z" ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 30 STAINLESS OUTER SHELL. CAPTIVEAIRE SYSTEMS RECOMMENDS THE USE OF LISTED, PRE -FABRICATED ROUND GREASE EXHAUST DUCT TO REDUCE STATIC PRESSURE IN THE SYSTEM, MINIMIZE INSTALLATION AND INSPECTION TIMES, AND ENSURE DUCT IS LIQUID TIGHT VERIFY CEILING HEI HEIGHT REQUIRED To VERIFY THAT HOOD FITS SPACE AND TO SIZE THE ENCLOSURE PANELS U.L. Listed Screw In Halogen Bulb � d � m aaam W -m-0.0900- 5" 5" 1.1 T 1 i 551/2" 551/2" 9' 3"Nom./9' 3.00"OD 5" -1 37" I 37" 1 181/2' - 11" --�--- 221/4" J221/4"J221/4"J221/4" ---�-- 11" 9' 3"Nom./9' 3.00"OD PLAN VIEW — Hood #1 9' 3.00 LONG 5424ND-2—ACPSP—F 5" I-V HVAC DISTRIBUTION NOTE IT IS RECOMMENDED NOT TO INSTALL HIGH VELOCITY DIFFUSERS OR HVAC RETURNS WITHIN TEN (10) FEET OF THE EXHAUST HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. CUSTOMER APPROVAL TO MANUFACTURE: Approved . Nobs ❑ Approved with NO Exception Token ❑ RvAn and ResubmM ❑ SICIIATURE Tar TMb n.a. EXHAUST RISER HANGING ANGLE 016" 20" CAPTRATE SOLO FILTER WITH HOOK �J 3" INTERNAL STANDOFF 5" T_17 5" T_�7 5" I I IT IS THE RESPONSIBILITY El (j T i 551/2" 1 OF THE ARCHITECT/OWNER TO 551/2" oN J ENSURE THAT THE HOOD CLEARANCE "OD T FROM LIMITED -COMBUSTIBLE w 12" - — 201/2" ---1 AND COMBUSTIBLE MATERIALS M 41" u) W IS IN COMPLIANCE WITH o Utility LOCAL CODE REQUIREMENTS. 10 1/4" �--- 20 1/2" — - �— Cat inet ---�� 20 1/2" -- �-- 20 1/2" ---I 10 1/4" 24" 24" �60 Z 10'-3.00" Overall Length U-) / o6 04 z0 U PLAN VIEW — -I d #2 Q 00C O .. 12' W M�z m 12" GREASE DRAIN WITH REMOVABLE CUP m -r- W Q.j00 9" i— :�� 9" LEFT AND RIGHT QUARTER END PANELS w0�� a) U aMM 1 I 5" T_17 5" T_�7 5" I I I El (j T i 551/2" 1 551/2" oN J 9' 3"Nom./9' 3. "OD T w 12" - — 201/2" ---1 _ Q M 41" u) W 41" ----� o LL Z 201/2" — 10 1/4" �--- 20 1/2" — - �— 201/2" �-- 201/2" ---�� 20 1/2" -- �-- 20 1/2" ---I 10 1/4" ip �60 Z 10'-3.00" Overall Length U-) / o6 04 z0 U PLAN VIEW — -I d #2 Q 00 LIGHTING FOR ACPSP Job # 3115134 - Hoods #1, #2 Q' rmll I nNlr_ did In—`)-4(`DCD—F_ INPUT 120VAC 1 Ph 50/60Hz 35W tts I' ht ACPSP ships loose for field installation ACPSP ships loose for field installation ase, a per Ig TO CONTROL LIGHTS WITH HOOD LIGHT SWITCH, WIRE PER HOOD ELECTRICAL CONTROL PANEL SCHEMATIC. TO CONTROL LIGHTS WITH BUILDING LIGHT SWITCH, WIRE BLACK AND WHITE WIRE TO A 120VAC SERVICE. END TO END ACPSPS REQUIRE 120VAC FIELD WIRING FROM J -BOX TO J -BOX. REPLACE LIGHTS WITH LED LIGHTS ONLY. REVISIONS SPECIFICATION: CAPTRATE GREASE -STOP SOLA FILTER Io THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING A UNIQUE S -BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. . FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. r THE CAPTRATE GREASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. r EFFICIENCY VS. PARTICLE DIt1TNfETER PRESSURE DROP VS. FLOW RATE tm 35o r 3.00 so ❑❑ El (j co _O U_ oN J � t►� X T w Uy W _ Q M .o u) W W W o LL Z 250 CD � U CU 2 p0 0 0 ip �60 Z Q C: U-) / o6 04 z0 U ti Q Q 00C O .. © W M�z m W � �Qy m -r- W Q.j00 aa)) T w0�� a) U aMM © r() aoo — rn N N >❑ 'd a �Q FZ-800 MMM _O _O LL LL w J o r I- 1— a w W = cn o z A 150 �O+ l-' AO V a 1-1 20 0100 I� 11 rrrr rrr r r V 0 0 500 1000 1500 L16 0.1 D inn PARTICLE DIAMETER (um) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH% NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE (IMC) ULC -S649 w 1 r1 "re n A s FLOW RATE (cfin) O W SUNT J y N HSFACCORDANCE zNFPA 0: <ISTE� a 7 L55 SERIES E26 CANOPY LIGHT FIXTURE - "'^""'^' "^ES CLEAR THERMAL _ (L55 FIXTURE) SECTION VIEW — MODEL 5424ND-2—ACPSP—F HOODS — # 1. #2 -D WRAPPER 4.00" H E HOOD OPTIONS T7 r:i EN STAINLESS :RFORATED PANEL t� B OR r• E 41 > an. V to ( J Q W M ti N 0) rn LL M N DATE: 8/17/2017 DWG.#: 3115134 DRAWN re 65 BY: reg 65 3/4" = 1'-0" MASTER DRAWING 0AI_ �v SHEET NO. 1 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS &DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. W > CD I— Ln C):�T U oZ w _j LL_ Q U ❑❑ El (j co _O U_ oN J � t►� X T w Uy W _ Q M .o u) W W W o LL Z CD � U CU 2 p0 0 0 ip �60 Z Q C: U-) J o6 04 z0 U ti Q DATE: 8/17/2017 DWG.#: 3115134 DRAWN re 65 BY: reg 65 3/4" = 1'-0" MASTER DRAWING 0AI_ �v SHEET NO. 1 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS &DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. W > CD I— Ln C):�T U oZ w _j LL_ Q U DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-3 ❑❑ El (j ❑ z ❑ oN J � �Li w W _ Q M u) W w m o LL Z CD � (� W (D o p0 0 0 Q J �60 Z °0N zO W o6 04 z0 p U) QM U_a Q 00C O .. © W M�z m W � 4) o >a)cow m -r- W Q.j00 aa)) T w0�� a) U aMM © r() C) — rn N N >❑ 'd a �Q FZ-800 MMM _O _O LL LL w J DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-3 o W z oN J � �Li w z _ Q Q Q w m w (� Q J Q Cn Z C) z0 Q U') _U U W � W ZOCl- C) CDw w J o I- 1— w W = cn o z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-3 INSTALLATION SYSTEM LOCATION ON HOOD 'ire Cabinet Right Right QSA-3/8 AIOFL 17� 17369 16.00" 419341 419352 260S 1 Hood # 2 Job # 3115134 42.00" 24. V 24.00" 24.00" 0 1 419336 419336 1W 1 QSA-3/8 QSA-3/ Q�S7P §% QSA-3/8 QSA-3/8 QSA-3/8 772115 ! f11_ V.1 77yUrL 205 _ / / LUJ J, I / GV -� 1 1 B 1B 1 17369 T7369OLjr 0 I 0 28 1 OO 1 29.25" 37.50" 0 0 10 11 1 34 1 400" 12.00" 15.75" 155113775. 12 1 418569 419385 1 NS 418569 141932938541933 419335 419 419 419346 1 INS 1 INS 1 L_j419338 T 419338 419349 419349 3N 1 3N 1 NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: 3115134 Job Name: Cantina Louie's Expansion Drawn By: System Size: ANSUL-3.0!3.0 Total FP required: 17 Hood # 1 9'3.00" Long x 54" Wide x 24" High Riser # 1 Size: 16" Dia. Hood # 1 Metal Blow -Off Caps included. Hood # 2 93.00" Long x 54" Wide x 24" High Riser # 1 Size: 16" Dia. Hood # 2 Metal Blow -Off Caps included. APPLIANCE PROTECTION NOZZLE OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS (IF APPLICABLE) PLENUM PROTECTION NOZZLE FAN AND LIGHT CONTROL PANEL NOT PART OF THIS PERMIT DUCT PROTECTION NOZZLE TYPICAL ANSUL R-102 SYSTEM LAYOUT DETECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY A2 n REVISIONS i1 �i C. Ems—. W W O A J O cc U Q M M N ❑❑ O_ 0 CIO ❑ Z ❑ O LIL CLCn LCA 0 J LL Ln - -� W CD 0 CD 0 2.,o M W W �.o < a p` �+o a p �•o �N 'x , U CU �v E "x � N r o eco 3 'x x ID 3 'K x O J –°oa-o C LO O J 0Q.b Q O J ado—o-o Q J -0L0 tN�• Q CLO ''^^ VJ� U NsLo yL,n U' _ W 4) Cl) a) a w- 2M lit LL= NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: 3115134 Job Name: Cantina Louie's Expansion Drawn By: System Size: ANSUL-3.0!3.0 Total FP required: 17 Hood # 1 9'3.00" Long x 54" Wide x 24" High Riser # 1 Size: 16" Dia. Hood # 1 Metal Blow -Off Caps included. Hood # 2 93.00" Long x 54" Wide x 24" High Riser # 1 Size: 16" Dia. Hood # 2 Metal Blow -Off Caps included. APPLIANCE PROTECTION NOZZLE OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS (IF APPLICABLE) PLENUM PROTECTION NOZZLE FAN AND LIGHT CONTROL PANEL NOT PART OF THIS PERMIT DUCT PROTECTION NOZZLE TYPICAL ANSUL R-102 SYSTEM LAYOUT DETECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY A2 n REVISIONS i1 �i C. Ems—. W W O A J O cc U Q M M N DATE: 8/17/2017 DWG.#: 3115134 DRAWN reg65 SCALE: 3/4" = 1'-0" MASTER DRA `a' SHEET NO. 2 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS &DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION 8 CONSENT. ❑❑ O_ 0 CIO ❑ Z ❑ O LIL CLCn LCA w T J LL Ln - -� W _ Q ch O M W W 0 < W J � U CU C N r �Z mN C LO J Q = 4- U tN�• Q DATE: 8/17/2017 DWG.#: 3115134 DRAWN reg65 SCALE: 3/4" = 1'-0" MASTER DRA `a' SHEET NO. 2 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS &DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION 8 CONSENT. ❑❑ ❑❑ w 0 W ❑ Z ❑ O ?� Q X LCA m U J LL Ln - -� W _ Q ch O 07 W 0 < Z Q orn Q Ln W (7 00 N r �Z mN W r�, __j LL_ LLI Q = 4- U 4- ¢ ❑❑ ❑❑ 0 W ❑ Z ❑ W Q X m U J LL w z 0 W _ Q ch 07 W 0 < Z Q orn Q Ln W (7 00 N r �Z mN z� LLI 05 N = 4- 4- ¢ ''^^ VJ� U CLOO v © W 4) Cl) a) a w- .1 �, � a� >a)mM w 239q co 0) © TWT y0 LO 0"t r`no�� •- W N N -gcum 0MM mm Q� 000�t 0 OO cMna) LL LL DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 SHEET M-4 o W r� Ln Z oN J Q X m U J LL w z 0 � z g _ Q < Q m U Q Ln N r W cl� 0Q cn z U CD � w _ U W W Un 0 0 0 = W I— Q L� J w w = Ln O z DRAWN BY: CCM CHECKED BY: CMD DATE: 09-15-17 SHEET M-4 7PVT-Td TT.C'T IPA AT TATRi nR1Lfd TTnN FAN TAG OPTION (Qty. - Descr.) SUPPLY SIZE DESIGN 1 70 LBS 1 - Fan Base Ceramic Seal - Installed At Plant - For Grease Ducts 1 - Miami Dade Certification. 1 - ECM Wiring Package -Exhaust - PWM Signal from ECPM03 Prewire (NIDEC Motor) DISCHARGE WEIGHT WEIGHT 2 UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA VELOCITY (LBS.) SINES (LBS) NO. DISCHARGE NO. DAMPER MOUNT 1 -1-_ YES Q CLO L _! Ow aJ 4- LL 2 1 EF -1 DU85HFA 2312 1.000 1513 1.000 0.6860 1 208 6.1 732 FPM 97 3 19 2 EF -2 DU85HFA 2312 1.000 1513 1.000 0.68601 1 208 6.1 732 FPM 97 9 MUA FAN TNFORMATION — Job#13115134 FAN TAG OPTION (Qty. - Descr.) SUPPLY SIZE DESIGN 1 70 LBS 1 - Fan Base Ceramic Seal - Installed At Plant - For Grease Ducts 1 - Miami Dade Certification. 1 - ECM Wiring Package -Exhaust - PWM Signal from ECPM03 Prewire (NIDEC Motor) EF -2 70 LBS WEIGHT 2 3 UNIT TAG FAN UNIT MODEL# BLOWER HOUSING CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA (LBS) SONES DISCHARGE NO. DAMPER MOUNT 1 -1-_ YES Q CLO L _! Ow aJ 4- LL 2 U YES Q 3 MUA-1 A2 -20D 20MF-2-MOD A2 3724 0.400 1227 2.000 1.1000 3 208 6.1 399 13. toO'qt d �- to N 04 �4'i Pd AT n PTTs AT.C' FAN UNIT NO. TAG OPTION (Qty. - Descr.) SUPPLY SIZE 1 - Grease Box 1 70 LBS 1 - Fan Base Ceramic Seal - Installed At Plant - For Grease Ducts 1 - Miami Dade Certification. 1 - ECM Wiring Package -Exhaust - PWM Signal from ECPM03 Prewire (NIDEC Motor) EF -2 70 LBS 1 - Grease Box 2 3 1 - Fan Base Ceramic Seal - Installed At Plant- For Grease Ducts 1 - Miami Dade Certification. 1 - ECM Wiring Package -Exhaust - PWM Signal from ECPM03 Prewire (NIDEC Motor) GREASE GRAVITY 1 - Miami Dade Certification. 3 GRAVITY 1 - Separate 120V Wiring Package (Required and used only for DCV or Prewire with VFD) - Three Phase Only T,d N d r. C. n R TF.<Z FAN FAN EXHAUST SUPPLY SIZE 1 EF -1 70 LBS UNIT TAG 2 EF -2 70 LBS Curb 23.000"W x 23.000"L x 26.000"H Vented Hinged 16 Gauge 3 MUA-1 NO. Curb GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL 00 J CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 -1-_ YES Q CLO L _! Ow aJ 4- LL 2 U YES Q p ©U L j -M C/j Q CL �z m rTTRR NO. FAN WEIGHT ITEM SIZE 1 EF -1 70 LBS Curb 23.000"W x 23.000"L x 26.000"H Vented Hinged 16 Gauge 2 EF -2 70 LBS Curb 23.000"W x 23.000"L x 26.000"H Vented Hinged 16 Gauge 3 MUA-1 70 LBS Curb 31.000"W x 31.000"L x 20.000"H 16 Gauge HIGH TEMP GASKET 1S SEAL THE FAN TO THE TRANSITION PLATE. VENTED CURB ROOF TERMINATION. LISTED EF -1,2 HE INNER DUCT IS FULLY WELDED TO HE TRANSITION PLATE, ALL WELDS ARE 1YE TESTED. ECURED TO THE ;URB BY OTHER. EF -112 FANS #1, #2 - DU85HFA EXHAUST FAN 3 FEATURES: DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) ROOF MOUNTED FANS - RESTAURANT MODEL UL705 AND UL762 VARIABLE SPEED CONTROL INTERNAL WIRING WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300°F (149"C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600"F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS L VENTED CURB 6 GAUGE 'TEEL ',ONSTRUCTION GREASE BOX FAN BASE CERAMIC SEAL - INSTALLED AT PLANT - FOR GREASE DUCTS MIAMI DADE CERTIFICATION. ECM WIRING PACKAGE -EXHAUST - PWM SIGNAL FROM ECPM03 PREWIRE (NIDEC MOTOR) FAN #3 A2 -20D - SUPPLY FAN 1. UNTEMPERED SUPPLY UNIT WITH 20" DIRECT DRIVE FAN IN SIZE #2 HOUSING 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. MIAMI DADE IMPACT AND WIND LOAD CERTIFICATION - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APPROVAL. EXHAUST CURBS UP TO 20" HIGH MUST BE 20 GAUGE ALUMINIZED. EXHAUST CURBS ABOVE 20" HIGH UP TO 42" HIGH MUST BE 16 GAUGE ALUMINIZED. EXHAUST RAILS LIMITED TO 10" HIGH. 5. SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE. PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN. THIS 120V SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH. LIFTING LUG 3; 20" EQUIPMENT CURB 31" ROOF OPENING 2" SMALLER THAN CURB DIMENSION. 1t Z /STEL 6 `� ROOF OPENING 21 DIMENSIONS 21 PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 0" 0° SPECIFY PITCH: 12" EXAMPLE: 7/12 PITCH = 30° SLOPE 36 3/4" vWIRING 401/8" AIRFLOW SERVICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ 93 3/4" AIRFLOW f� PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 0° 11 SPECIFY PITCH: 12" EXAMPLE: 7/12 PITCH = 30° SLOPE REVISIONS n A C M, C N O Z 0 W •Cn C Z .. � CIO ,+ LL C LL. w -a U 0 _ Q 0 m w _(, :3 U 00 J C U CIO C ws Q G z Z -1-_ Q CLO L _! Ow aJ 4- LL Q U ti Q DATE: 8/17/2017 DWG.#: 3115134 DRAWN re 65 BY: reg 65 3/4" = V-0" a) CL LO co rn N 2 W M N rn 9 1 CIS! N rn rn MASTER DRAWING SHEET NO. 3 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS $DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. LL1 Z 0 W N Z - . OLn ,+ r� Q a_ X LL. LLJ M -,� 0 _ = . ��° 0 LL1 m U_ w ry Z Ln N r , C W LLJ O ws Q G z LID mN U Uj DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-5 Z 0 W ❑ Z ❑ oN � r� Q a_ X LL. J Li M 0Q LU _ Q M LL1 m U_ O ry Z Ln N oLO W w (D O rn O G z LID mN g z� Uj alj N L Ow aJ 4- LL Q p ©U L j -M C/j Q CL �z m Om0 >O (DCO 0 w O�C w Q 3: O O O@ V E2U}'COr T toO'qt d �- to N 04 �4'i yVJ •a MM a o Q Mid) a LLLL 0 DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-5 Z 0 W r� r� z oN � r� Q a_ X m U J Li W z 0Q � z _ Q � m U_ Q Ln N H W �C z Q z0 _ U w � w cn 0 0 w Q W J 0 f— w w = cn o z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-5 La'L NO. ' U 1 'EI G L TAG i'A L- (rCr PACKAGE # 0— d V ,3 1/ v/ J `I LOCATION SWITCHES OPTION FANS CONTROLLED 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED LOCATION QUANTITY TYPE H.P. VOLT FLA SENSITIVE. 1 CONTROL DCV -2111 Utility Cabinet RightSmart 04 - Utility Cabinet Right 1 Light 1 Fan Controls DCV Exhaust 1 1.000 208 5 3.1 Exhaust 1 1.000 208 "I•IRE SYSTEM_ '.1 F_ Hood # 2 Supply 3 2.000 208 ° 5.1 Bhl JOB NO MODEL NUMBER DRAWN EY SCHEMATIC TYPE OESGHIPTION OF OF'EKAI IUN: DCV -2111 INSTALL DWrWd Caned V. 1 bow, wi—I for 2 Eahaue Fe 1 Supply Fen, Eft ton In Fire, LiphM out In Fim. Fens modwma torsed on dual b peau ERTER DUTY MOTOR 3115134 IATF DWG NO THREE PHASE REQUIREDI Room tamps m MnaDr W I— for fleld Insbak on Verily dls nm between VFD and Motor, eddltlNial sed apply I arm..- JOB NAME dhm sa reel. Cantina Louie's Expansion 8/15/2017 ECP #1-1 1 FEED STP THROUGH INNER 2 PWM BREAKER PANEL TO PRIMARY CONTROL PANEL NIDEC MOTOR Responsibility: Electrician 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED _ BREAKER PANEL PRIMARY CONTROL PA 4 • SENSITIVE. BL TO YW CONTROL BREAKER IPH 4 -NO C0'F'F PANEL TO A SHIE TATA&D}-P-AIR 120 V ECM cert I X n I I 5 15A CONTROL POWER. DO NOT WIRE FAN:022 "I•IRE SYSTEM_ FAN: 03 TO SHUNT TRIP BREAKER. Load Wiring 8 ° IST HOOD LIGHT BREAKER SHARED W1 CONTROL —LOAD LEDY HAC ° ' WIRE TO POWER. SWITCH #1 ° VFD QUICK — IWI R°r LINE CONNECTOR —1W NEnw,l ITE 7 BREAKER3PH — OROUND GREEN Ii IF VFD MOUNTED IN UNE — — — — — — —_ 208 v uNE MUST HAVE ITS OWN CONDUIT Q SIGNAL FROM PANEL WA 76A — �LJ� — — _ S MOCP: 15A SUP -3 SM -1 _ ECM FANS IF MORE THAN ONE F_ WIRE TO VFD QUICK CONNECTOR Q 0 6 00 10 BREAKER PANEL TO FANS Responsibility: Electrician WITH ECPM03 S CONTROL PANEL TO ACCESSORY ITEMS Responsibility: Electrician 11 BREAKER PANEL FEED STP THROUGH INNER FANS PWM COOLING TUBE. ALLOW FOR ENOUGH SLACK ON STP NIDEC MOTOR SPEED SIGNAL FOR PROPER HINGING. SL TO GR ECM -02 NOTE: PWM SIGNAL IS POLARITY TELCO MOTOR 12 BREAKER IPH SENSITIVE. BL TO YW CONTROL DUTppM ggTED 4 -NO C0'F'F PANEL TO A SHIE TATA&D}-P-AIR EXH-2� ECM cert I X n I I ECMA2 I TSA EXH-1 FAN:022 "I•IRE SYSTEM_ FAN: 03 8UP5 Load Wiring —LQAD LE01A aIADK ° SM -1 —LOAD LEDY HAC ° ' WIRE TO —LOAD LED] ° VFD QUICK — IWI R°r ° CONNECTOR —1W NEnw,l ITE SIGNAL SWITCH THROUGH BMS C — OROUND GREEN Ii IF VFD MOUNTED IN UNE — — — — — — —_ TO 2ND PANEL, WIRE SF MUST HAVE ITS OWN CONDUIT Q SIGNAL FROM PANEL DO NOT SHARE CONDUITI POWER WITH ECPM03 S CONTROL PANEL TO ACCESSORY ITEMS Responsibility: Electrician 11 BREAKER PANEL — — — — — — — FANS CONTROL PANEL WIRE TO CONTROL BOARD.— — — COMPONENT DUCT SENSOR LIE _ SIGNAL FOR COMMON MICROSWITCH 1 12 BREAKER IPH — — — — — — _ UNE _ POWER TO CDNTROL PANEL NEUTRAL WHITE 4 -NO C0'F'F 208V ECM FANS 10' WIRE TO J -BOX ON TOP OF PSP 24' TSA EXH-1 CONTROLPANEL— "I•IRE SYSTEM_ — — — — J 13 MSP' 15A WIRE IN SERIES WITH HOOD LIGHTS. 3PARE CONTACTS WILL MAKE C2 TO MICROSWITCH WIRE GI TO COMMON 24' AR2 WHEN SYSTEM IS ARMED. THEY ARF f LQFn TA nIRARI F FOUIPMFNT MAY OR MAY NOT BE SFE VFD OWNERS MANUAL. 24' WIRE AR1 TO NORMALLY CLOSED (2). BMS SWITCH ++ SPECIFICATIONS SIGNAL SWITCH THROUGH BMS C C1 TO ARI SHOULD HAVE MS -1 4;1,10 CAF LIGHTS UNE — — — — — — —_ TO U CONTINUITY WHEN ARMED— Q 14 BREAKER IPN UNE POWER — — .0 �2.N� 208V_ TSAEXH-2 _ _ _ _ _ pa,,,,b _ ECM FANS IF MORE THAN ONE F_ MS -2 4:N0 Q O 6 0 M�0)a 00 FIRE SYSTEM, WIRE 0 0 18 MOCP, 15A IN SERIES AS SHOWN 0 w a _ s — — 0 18 CONTROL PANEL ALL SWITCHES FACTORY WIRED J4 CATS CONNECTION 17 CONTROL PANEL TO FANS TO SWITCHES O z Responsibility: Electrician 18 PRIMARY PANEL FANS HOOD 12 — — — — — SLACK CONTROLPANEL FEED STP THROUGH INNER TO 1 — — — — — WHITE — — 1S PWM COOLING TUBE. HOOD LIGHTS — — — — — GREEN ALLOW FOR ENOUGH SLACK ON STP NIDEC MOTOR WIRE TO J -BOX ON TOP OF HOOD SPEED SIGNAL FOR PROPER HINGING. BL TO OR 1400 W MAX — ECM -01 NOTE: PWM SIGNAL IS POLARITY TELCO MOTOR CONTROL PANEL 20 CONTROL SENSITIVE. BL TO YW — — — — - PANEL TO WTDOORRATEO BHIEIOED TW9STED PAIR Reg•t REIX• EXH-1 ECM -01 TO 1 KITCHEN TEMP WIRETCONTROL BOARD . INSTAII O SENSOR IN ROOM AWAY FROM HEAT — R00M Tpdp 21 ECM _ SENSOR SOURCES. DO NOT INSTALL SENSOR FAN:Ot ON THE CEILING GRID, SEE MANUAL. CONTROLPANEL 22 TO FACTORY WIRED TEMPERATURE HOOD2 DUCT SENSOR SENSOR. MOUNTED IN EXHAUST DUCT RISER 1 ?3 24 System Design Verification (SDV) Lava r moo CONTROL PANEL — — — — — — — BUILDING FIRE ALARM WHICH MUST TO WIRE TO CONTROL BOARD.— — — — HOOD I DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER 1 SIGNAL FOR COMMON PSP LIGHTS CONTROL PANEL MATCH HOT — BLACK EXTERNAL _ NEUTRAL WHITE _ TO LH10GH�T PSP LED INPUT _ — — GROUND _ _ — GREEN IN FIRE CONDITION. 10' WIRE TO J -BOX ON TOP OF PSP 24' LIGHTS CONNECT TO RESPECTIVE HOOD CONTROLPANEL— -- LIGHTING CIRCUIT. NOTE: DO NOT — SPARE FIRE WIRE IN SERIES WITH HOOD LIGHTS. 3PARE CONTACTS WILL MAKE C2 TO — THE FOLLOWING CONNECTIONS 24' AR2 WHEN SYSTEM IS ARMED. THEY ARF f LQFn TA nIRARI F FOUIPMFNT MAY OR MAY NOT BE SFE VFD OWNERS MANUAL. 24' REQUIRED BASED ON JOSSITE BMS SWITCH ++ SPECIFICATIONS SIGNAL SWITCH THROUGH BMS CONTROLPANEL DRY CONTACT ONIOFF WITH SUPPLY FAN GROUP 1 DCV SPEED 0.10V OUTPUT (TOTAL) VFD ANALOG D -10V OUTPUT CONTKOL PANEL TO EXTERNAL SWITCH 1 OR PROVIDE SIGNALS. (NOT FOR HORIZONTAL WALL SUPPORT (ft) BUILDING FIRE ALARM WHICH MUST IL SHUNT—„, CONTROL PANEL 10' ALARM INITIATING SWITCH LOCATED — — — HOT TO SHUNT COIL SIGNAL FOR COMMON — — NEUTRAL FROM SHUNT COIL 10' EXTERNAL _ ST TERMINAL IS ENERGIZED _ SHUNT TRIP 24' IN FIRE CONDITION. 10' WHEN SUPPLY FAN IS ON. 24' 18" TO BMS CONTROLPANEL— 24' — — — —COMMON NORMALLY OPEN — SPARE FIRE 24' 3PARE CONTACTS WILL MAKE C2 TO — SYSTEM DRY 24' AR2 WHEN SYSTEM IS ARMED. THEY ARF f LQFn TA nIRARI F FOUIPMFNT 10' CONTROLPANEL DRY CONTACT ONIOFF WITH SUPPLY FAN GROUP 1 DCV SPEED 0.10V OUTPUT (TOTAL) VFD ANALOG D -10V OUTPUT CONTKOL PANEL TO EXTERNAL SWITCH 1 OR PROVIDE SIGNALS. (NOT FOR HORIZONTAL WALL SUPPORT (ft) BUILDING FIRE ALARM WHICH MUST VERTICAL CURB SUPPORT (ft) BE WIRED DIRECTL TO THE ANSUL 10' ALARM INITIATING SWITCH LOCATED 24' IN ANSUL AUTOMAN) 10' COMMON — _ NORMALLY OPEN 10' COMMON _ NORMALLY OPEN _ _ SPARE CONTACTS WILL MAKE 24' COMMON TO NORMALLY OPEN 10' WHEN SUPPLY FAN IS ON. 24' 18" TO BMS WIRE TO ECPM03 TERMINALS. — — 24' CONFIGURABLE OUTPUT. 10' SEE ECPM03 OWNERS MANUAL. 24' ------ — TO BMS WIRE TO VFD TERMINAL STRIP. 24' PROPORTIONAL TO FREQUENCY. 10' SFE VFD OWNERS MANUAL. 24' CIO BMS SWITCH ++ Q SIGNAL SWITCH THROUGH BMS C WILL ACTIVATE ZONEI FANS AND J LIGHTS um If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during th . SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discr ,pancies. DuctWork #1 Front View 28.50 SYSTEM -0.9705"s.p. 2312cfm P5 31 cfm 11.36 4E 30 DuctWork #2 Front View 28.50 SYSTEM -0.9639"s.p. 2312cfm P9 60.00 'ESTIMATED DUCT RUN SHOWN. FIELD CONFIRM ELEVATIONS AND OFFSETS.*** SINGLE WALL FACTORY BUILT DUCTWORK - ALL DUCTWORK IS REQUIRED TO BE INSTALLED WITH THE MAXIMUM SUPPORT SPACING LISTED BELOW. - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE THE INSTALLATION AND OPERATION MANUAL. - DUCTWORK SHALL SLOPE NOT LESS THAN 1/16" PER LINEAR FOOT TOWARDS THE HOOD OR AN APPROVED GREASE COLLECTION RESERVOIR. - WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 3/16" PER LINEAR FOOT. DUCT DIAMETER HORIZONTAL WALL SUPPORT (ft) VERTICAL WALL SUPPORT (ft) VERTICAL CURB SUPPORT (ft) 8" 10' 10' 24' 10" 10' 10' 24- 12" 10' 10' 24' 14" 10' 10' 24' 16" 10' 10' 24' 18" 10' 10' 24' 20" 10' 10' 24' 22" 10' 10' 24' 24" 10' 10' 24' REVISIONS NEN "!!!till ` DATE: 8/17/2017 DWG.#: 3115134 a7 CL U N J_ Q W M N a) L9 I C14 N G3 �, iA DRAWreg65 SCALE: 3/4" = 1'—Op' MASTER DRAINING SHEET NO. 4 �c DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION S CONSENT, LLw CL LCA •� Ln _ LLJ 0 Q_ P Pr Li J ALL' �C U ❑❑ M El (j M ❑ Z N C N OM Q Cl - x M� GU) J J C0 F z V - X W w W -0 U � >W z � � O e0 Z m J C U CIO CIO Z ++ Q Q C Lr) J 00 O um W U rN.= Q DATE: 8/17/2017 DWG.#: 3115134 a7 CL U N J_ Q W M N a) L9 I C14 N G3 �, iA DRAWreg65 SCALE: 3/4" = 1'—Op' MASTER DRAINING SHEET NO. 4 �c DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION S CONSENT, LLw CL LCA •� Ln _ LLJ 0 Q_ P Pr Li J ALL' �C U ❑❑ El El (j z o ❑ Z ❑ En o J Q Cl - x M� m U J Li W F z (� Q W Q J O 0 Ln NN rt Z O z W C' O Z LO Co N g z0 od 04L z (n 4_0 LL <C 'O U)�U 0 � 00 O um W (n a� w �m�� 0 W (0 05 a W L -H T 2-5:9 0 CMr O U M _I ©= U V) ) 0 (1 O "It "It e— N N 04 om 0 M 'Q (C (>3 DOQ Q O 6 0 M�0)a 00 0 0 LLLL DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-6 z o W l� N En o J Q Cl - x m U J Li F z - _ U Q Q J m U Ln � z Q z 0 U 0 � w v w � w cn 0 0 0 w a _J 0 w w = (n O z DRAWN BY: CGM CHECKED BY: CMD DATE: 09-15-17 SHEET M-6 00 240 LTS SPACE:EXISTING PANEL_ R SURFACE MOUNTED, NEMA 1, BOTTOM FEED 120/208 VOLTS, 3 PHASE, 4 WIRE, S/N 200 AMP MAIN LUGS ONLY CKT POLES TRIP WIRE GND COND KVA SERVES CKT POLES TRIP WIRE GND COND KVA SERVES 1 1 20 2#12 #12 1/2" 0.2 LIGHTING -BAR 2 1 20 2#12 #12 1/2" 0.6 EXISTING RECEPT. 3 1 20 2#12 #12 1/2" 0.3 EXISTING SIGN CIRCUIT 4 1 20 2#12 #12 1/2" 0.6 EXISTING RECEPT. 5 1 - - - - - SPACE 6 1 20 2#12 #12 1/2" 0.6 EXISTING RECEPT. 7 1 20 - - - - SPARE 8 3 60 3#6 #10 3/4" 12.0 EXISTING RTU 9 1 20 2#12 #12 1/2" 0.6 EXISTING RECEPT. 11 1 - - - - - SPACE 13 1 - - - - - SPACE 14 3 60 3#6 #10 3/4" 13.8 NEW RTU -1 15 1 - - - - - SPACE 17 1 20 2#12 #12 1/2" 1.2 3 DOOR COOLER 11 19 1 20 2#12 #12 1/2" 0.4 2 DOOR COOLER Cl 20 1 20 2#12 #12 1/2" 0.5 CONVECTION OVEN 3 21 1 20 2#12 #12 1/2" 1.2 DRAW WARMER 12 22 1 20 2#12 #12 1/2" 0.6 CHEF BASE C6 23 1 20 2#12 #12 1/2" 1.0 BAR COOLER C 2 24 1 - - - - - SPACE 25 1 20 2#12 #12 1/2" 0.2 POS 26 1 - - - - - SPACE 27 1 20 2#12 #12 1/2" 0.4 POS 28 1 20 2#12 #12 1 2" 0.8 PIZZA PREP TABLE 9 29 1 20 2#12 #12 1/2" 0.6 BAR RECEPT. 30 1 20 2#12 #12 1/2" 0.8 PIZZA PREP TABLE C 9 31 1 20 2#12 #12 1/2" 0.2 POS 32 2 20 3#12 #12 1/2 2.8 STEAM TABLE CID 33 2 15 2#12 #12 1/2" 1.5 EF -1 36 2 20 3#12 #12 1/2" 2.8 STEAM TABLE 10 37 3 20 3#12 #12 1/2" 2.5 MAU-1 40 1 - - - - - SPACE 42 1 - - - - - SPACE CONNECTED LOAD:46.6KVA = 129 AMPS GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ITEMS TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION WITH ALL EQUIPMENT IN PROPER WORKING ORDER. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL CONDITIONS AFFECTING THE EXICUTION OF HIS CONTRACT. A SUBMISSION OF BID SHALL BE CONSIDERED EVIDENCE THAT HE HAS VISITED THE SITE. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEC AND ALL STATE AND LOCAL CODES. 4. THE ELECTRICAL CONTRACTOR SHALL PAY ALL FEES, TAXES, AND PERMIT FEES PERTAINING TO THE ELECTRICAL WORK. 5. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK AND THE WORK OF THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS. 6. ALL ELECTRICAL WORK AND MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 7. THE ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT. DO NOT SCALE PLANS. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED PLUGS AND CORDS AT ALL EQUIPMENT INDICATED ON DRAWINGS AND SCHEDULES. 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION POWER FOR ALL TRADES. 10. REFER TO EQUIPMENT CONTRACTOR ROUGH -IN DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL ELECTRICAL OUTLETS. 11. VERIFY THE EQUIPMENT CIRCUITS WITH THE SHOP DRAWINGS PRIOR TO INSTALLATION. 12. COORDINATE ALL ELECTRICAL WORK WITH THE HVAC CONTRACTOR. IN GENERAL, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER CONNECTIONS, DISCONNECT SWITCHES, FUSES, CONDUIT FOR CONTROL WIRING, AND FINAL TERMINATIONS OF POWERED EQUIPMENT. EXISTING UTILITY CO. TRANSFORMER 208Y/120V MOUNTING HEIGHT UGHTING RXTURE S TYPE DESCRIPTION FIXTURE MANUFACTURER AND CATALOG NO. ( OR APPROVED EQUAL) VOLT INPUT VA LAMP REMARKS NO. TYPE DRINK/SAUCE STATION RECEPTACLES E SEL- EMERGENCY CONTAINED LT. LITHONIA ELM2 N LED_ 120 2 - LED MOTOR RATED SWITCH OR SPEED CONTROL Q F 2X4 LED LAY IN LITHONIA 2LT4 60L FW Al2 EZ1 LP840 120 40 - LED/ 840 DUPLEX WALL RECEPTACLE HALF SWITCHED *A SPECIAL RECEPTACLE (AS NOTED) v TELEPHONE/DATA OUTLET JACK WITH 3/4"C TO TEL. BOARD 7TV TV OUTLET WITH CONDUIT BACK TO TELEPHONE BOARD pU DUAL USB OUTLET MOUNTED ABOVE TABLE Q JUNCTION BOX lal DISCONNECT SWITCH - SIZE/#POLES/ENCLOSURE SIZE PER NEC UNLESS NOTED ON THE PLANS. Ell FUSED DISCONNECT SWITCH - SIZE/# POLES/FUSE/ENCLOSURE, SIZE >Q>(0(0rnrn .= a) a •� CD a1 U PER NEC UNLESS NOTED ON PLANS. ® MAGNETIC MOTOR STARTER - # POLES/STARTER/ENCLOSURE COMBINATION STARTER - SIZE/# POLES/FUSE/STARTER/ENCLOSURE UT UTILITY TRANSFORMER TELEPHONE/DATA BACKBOARD LA MOUNTING HEIGHT SCHEDULE CU HEIGHT (TO CENTER) ABOVE FLOOR WALL SWITCHES DUPLEX RECEPTACLES FLUSH 48" 18" DUPLEX RECEPTACLES SURFACE 36" WALL VOICE DATA OUTLETS 18" KITCHEN/PREP/DISHWASHING RECEPTACLES 44" U.O.N. DRINK/SAUCE STATION RECEPTACLES 44" U.O.N. S3 SEE SHEET E-3 48" MAX TO OPERABLE TOGGLES OR SWITCHES LOAD SUMMARY INTERIOR LIGHTING=0.4KVA RECEPTACLES = 2.OKVA HVAC (HEAT) = 25.8KVA KITCHEN EQUIP. = 53.3KVA TOTAL CONNECTED LOAD = 121.4KVA DEMAND LOAD = 99.OKVA COORDINATE A JY UTILITY SERVIC WORK WITH EL :C' UTILITY EXISTING 200 AMP METERS AND BREAKERS EXISTING 1000A MAIN BREAKER NOTE: ALL SERVICE EQUIPMENT AND PANELS ARE EXISTING AND TO REMAIN IN SERVICE. POWER NOT TO SCALE EXISTING 2 "C - 4#3/0, #2GND RISER DIAGRAM EXISTING RTU -1 TIME SWITCH FOR TENANT SIGN R 120/208 30, 4W 200A MCB REFER TO PANEL I SCHEDULE FOR WIRE AN q CONDUIT SIZES II lson no LED TROFFER OR WRAP-AROUND LIGHT FIXTURE O DOWN LIGHT FIXTURE - FLUOR., INCANDESCENT OR HID 0 EXIT LIGHT - PROVIDE ARROWS AS REQUIRED al on Q WALL MOUNTED LIGHT FIXTURE EXISTING 1000A MAIN BREAKER NOTE: ALL SERVICE EQUIPMENT AND PANELS ARE EXISTING AND TO REMAIN IN SERVICE. POWER NOT TO SCALE EXISTING 2 "C - 4#3/0, #2GND RISER DIAGRAM EXISTING RTU -1 TIME SWITCH FOR TENANT SIGN R 120/208 30, 4W 200A MCB REFER TO PANEL I SCHEDULE FOR WIRE AN q CONDUIT SIZES II WP WEATHER PROOF NL NIGHTLIGHT GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED OS D FIRE ALARM SMOKE DETECTOR IN HVAC DUCT WORK THE FOLLOWING ITEMS ARE PROVIDED BY OTHERS AND WIRED BY ELECTRICAL SUBCONTRACTOR: _01 ELECTRICAL LEGEND OR LED TROFFER OR WRAP-AROUND LIGHT FIXTURE O DOWN LIGHT FIXTURE - FLUOR., INCANDESCENT OR HID z EXIT LIGHT - PROVIDE ARROWS AS REQUIRED AHU EMERGENCY WALL PACK Q WALL MOUNTED LIGHT FIXTURE s SINGLE POLE SWITCH S3 THREE WAY SWITCH SD DIMMER SWITCH -MATCH FIXTURES CONTROLLED s0 OCCUPANCY SENSOR SWITCH, SET FOR 15 MIN. OFF SM MOTOR RATED SWITCH OR SPEED CONTROL Q DUPLEX WALL RECEPTACLE �- DUPLEX WALL RECEPTACLE MOUNTED ABOVE COUNTER W WALL RECEPTACLE QUADRAPLEX __j DUPLEX WALL RECEPTACLE HALF SWITCHED *A SPECIAL RECEPTACLE (AS NOTED) v TELEPHONE/DATA OUTLET JACK WITH 3/4"C TO TEL. BOARD 7TV TV OUTLET WITH CONDUIT BACK TO TELEPHONE BOARD pU DUAL USB OUTLET MOUNTED ABOVE TABLE Q JUNCTION BOX lal DISCONNECT SWITCH - SIZE/#POLES/ENCLOSURE SIZE PER NEC UNLESS NOTED ON THE PLANS. Ell FUSED DISCONNECT SWITCH - SIZE/# POLES/FUSE/ENCLOSURE, SIZE >Q>(0(0rnrn .= a) a •� CD a1 U PER NEC UNLESS NOTED ON PLANS. ® MAGNETIC MOTOR STARTER - # POLES/STARTER/ENCLOSURE COMBINATION STARTER - SIZE/# POLES/FUSE/STARTER/ENCLOSURE UT UTILITY TRANSFORMER TELEPHONE/DATA BACKBOARD LA LL U. ELECTRICAL PANEL CONDUIT cr) UNDERFLOOR OR UNDERGROUND CONDUIT �"y►� BRANCH CIRCUIT HOMERUN - LONG HASHMARK WITH FLAG O z DENOTES GROUND WIRE, LONG HASHMARK W/0 FLAG DENOTES NEUTRAL WIRE, SHORT HASHMARK DENOTES PHASE WIRE NOTE: NO MARKS DENOTES 3 WIRES (PHASE, NEUTRAL, GROUND) AFF ABOVE FINISHED FLOOR AG ABOVE GRADE WP WEATHER PROOF NL NIGHTLIGHT GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED OS D FIRE ALARM SMOKE DETECTOR IN HVAC DUCT WORK THE FOLLOWING ITEMS ARE PROVIDED BY OTHERS AND WIRED BY ELECTRICAL SUBCONTRACTOR: _01 MOTOR ( "1 " INDICATES 1 HP) 1:1 El EXHAUST FAN W H WATER HEATER CU CONDENSING UNIT AHU AIR HANDLING UNIT EWC ELECTRIC WATER COOLER O x 3 w L's Z W� Z Z U 0 ZQ_ 3 � V) } w O E z oQZN N z U Z wW www Z U w 2 U �owL0 Lbw Lb p 2�- x U p O IL x v' F 0 �or3 oX=cy O Q p m 0 a Z aooZ ® 'Fa 0owo� Z N /nn w ZoO VF oa~ U N O D (v •/� N oo II�v NNW N , m W (n 2 w Z 2 Z r J J N d WJ Q LLJ U ~ N W § 3 Z W C) N d O v) E ul V) waw w x x oFxw1- El 1:1 El ED z O V ❑ Z ❑ � N CL ' ct J z W co rn m Q W cl)rn c) CD Q Z o� W Z __j � W wry- O (nCA u a J06 Q C� �U __j Ld Lu El 1:1 El ED z O V ❑ Z ❑ � N CL ' ct J z W co rn m Q W cl)rn c) CD Q Z o� W Z 00 m N z C) � W 04 O (nCA u a J06 Q - �U �z m CO � a in Lu >Q>(0(0rnrn .= a) a •� CD a1 U 2() �0�� vca� O t1.0 04 04 'a 72 00 M -) CD M z (D LL U. DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-1 z O z w N zQ M � N CL ' m U J z z g Q ry Q w m U w m I- Q u/ w W U En a z Q z (D C,'� W cr) O z ry 0 z w cD W J W F - Q J I- w w = cn O z DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-1 M / \ `l COORDINATE Ft Ff BAR kFt DIMMER TYPE WITH LIGHT FIXTURE. I I II --------------------------- --- ---- ---- ---- -----------------------------------------------------� 0000000000000000000 LIGHTING PLAN DINING I I I I I I I I I � I I I - I F11 F1 F1 ISI —L F1 F1 � DISHWASHING F1 CONNEDT TO EXISTING LIGHTING CIRCLIF-AND �ww F1 0 0 WALK-IN COOLER DRY STORAGE 0 s= F $ w z w Z (n ZUO 0 Z Z U Z¢- 3 �V) Z w O_ Z ¢ Z_ N N z W Z �V,W U) CL ZZ�Z � W �owN wo:E�- CL V) w 3 �ww� O ZO M W p a z m ¢ooZ ® r ~� ¢ /� 0owo > wz W O oazM U O D M Q !i/I/j N W O ONw m w z w O N J Z N d w J W N _ c)Z x § 3 z W ¢ ¢ W 0N d L- N K N inwaw w = x x 0 r w ❑❑ a ❑❑ o W Q LLJ oN w ...�a'� 0 ' M U U LL- � (U) w U w z � W m v M M to W w 0 :a �z o� (—D J �?�1 o mN Z0 ❑❑ a ❑❑ o W d oN w Z 0 ' M U -J LL - � (U) w U w z � W m v M M to W T 0 �z o� g 0 Z o mN Z0 W QM z g O U)�' U) f- U)u-a c = o . . © V 0Lij &i � �Z C� z W= Q> 0 0 a N U © 0mm � J O w T— N N O V Z3 Q Q 0 0 M--70) _O _O LL LL DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-2 a o W oN w Q LL ' M U -J LL - � z U w z � Q m v Q U) T z g Q z 0 z g v) w w C� z � J w � Q w w C:) w w cn 0 z DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-2 KITCHEN UIPMENT SCHEDULE coolm 2 0� GOOI M r -2 8W3 boot; Coa #11 #1 4 WP�M�t? - - - - - #12 � I I I i17 -�-19 R-31 - _1 R- 5n� PPAL BAR R-29 I RTU -1 5p��t7 f?All I I - (NEW) I I I I — — — — —— — — — — — — L — — — — — — J -----------------------------�"---J 000000000D000000000 R-14 EQUIPMENT ELECTRICAL REMARKS # QTY DESCRIPTION LOAD PROVIDE CAT 5 WIRING BETWEEN EACH POS I NOTE 1 X}z w \ CONNECT ALL POS LOCATIONS AT VOLTS HZ PHASE AMPS HP/WATT A CAT 5 HOME RUN FROM FRONT 1 1 2 DOOR COOLER 110 60 1 2.6 1/4 NEMA PLUG 5-15P 2 2 UNDERBAR REFRIGERATION 115 60 1 9.1 1/3 Lo 0 3 1 GAS CONVENTION OVEN 120 60 1 0 w d 4 1 GAS GRIDDLES 120 60 1 .5 3/4" NPT; NEMA PLUG 5-15P w/6' CORD 5 1 GAS COUNTER GRIDDLE 2Ll) � Q � CO wwoo w O W 6 1 CHEF BASE 115 60 1 r J v�awJ 1/4 a Ljj�~V) 7 1 RANGE CL x 3 3 z w ¢ o Q Li o N a 8 2 FRYER H W F w w 9 2 PIZZA PREP TABLE 120 60 1 7 1/2 NEMA PLUG 5-15P 10 2 SEALED WELL ELECTRIC TABLE 208/240 15.88 NEMA PLUG 6-20P 11 1 GLASS SWING DOOR COOLER 115 60 1 10.7 1/2 NEMA PLUG 5-15P 12 1 STANDARD DRAWER WARMER 12 13 1 SINGLE DOOR REFRIGERATOR 115 60 1 4 14 1 CHIP WARMER 120 12.5 VERIFY ALL EQUIPMENT & CONNECTIONS w/TENANT PRIOR TO INSTALLATION PROVIDE 1 } DEDICATED CIRCUIT; (1) DEDICATED J.B. WITH 1/2" CONDUIT; & (1) STANDARD CIRCUIT @ EA POS PROVIDE CONNECTIONS BETWEEN HOOD CONTROL PANEL AND EF -1 AND MAU. SEE MECHANICAL PLANS FOR WIRING DIAGRAMS. ,,R-33 -37 EF (ON,211:TL E r: J i R-32 R-30 POWER PLAN Q SCALE: 1/4"=1'-0" -36 m DISHWASHING HALL EF (EX)0 F ------i I I 1 RT 21 1 (EX I -Lj I I I I I I I I � I LOCATE RECEPTACLES FOR LARGE EQUIPMENT (i.e. BEER REFRIGERATOR, FROSTER) ABOVE EQUIPMENT m I I I [RA I I I I RTU -4 (EX) I I I L ------J II II I II EF II II (EX) II 0 FAN�L A PANEL D GA5 wrA I WALK-IN COOLER DRY STORAGE 0 F- 3 z w QO lo w z / ELECTRICAL CONTRACTOR SHALL PROVIDE CAT 5 WIRING BETWEEN EACH POS I NOTE 1 X}z w \ CONNECT ALL POS LOCATIONS AT Q BAR WITH BOTH PRINTERS IN #13 KITCHEN VIA HOME RUN; PROVIDE W0 A CAT 5 HOME RUN FROM FRONT COUNTER POS TO KITCHEN z ❑ PRINTER LOCATION FOR EACH p� o I N 3 � POS REGISTER POWER PLAN Q SCALE: 1/4"=1'-0" -36 m DISHWASHING HALL EF (EX)0 F ------i I I 1 RT 21 1 (EX I -Lj I I I I I I I I � I LOCATE RECEPTACLES FOR LARGE EQUIPMENT (i.e. BEER REFRIGERATOR, FROSTER) ABOVE EQUIPMENT m I I I [RA I I I I RTU -4 (EX) I I I L ------J II II I II EF II II (EX) II 0 FAN�L A PANEL D GA5 wrA I WALK-IN COOLER DRY STORAGE 0 F- ❑❑ d ❑❑ ❑ Z ❑ U)N L.L M W M U) W rn 0 or 0 Lo o 0 Z mN z0 W aM Ow J a © Uca 4Z a) CO r N o W= Q>oo a5 10- ©= V � Orn � �U� �Ny t17 O 1'*�' -a co co C) Ud O_O Q M --,) 0) a) LL LL 3 z w QO lo w z W C7)LL- 0 C� Z z U z¢- 3�vi� X}z w o _zo 0 g Z � Q z V Q w w w �wV)a W0 Z � L) Z Ls LLJ _] Q m U . J �aao N N o w w 0Z,o0 Lo 0 Ww� z 0 0 w d QooZ F- te a 050 ZN~ wzo oao~ U < m N 2Ll) � Q � CO wwoo w O W V) L m N L" V) W a z r J v�awJ J a Ljj�~V) a CL x 3 3 z w ¢ o Q Li o N a U N ckf N Vnwa.w 1: >< H W F ❑❑ d ❑❑ ❑ Z ❑ U)N L.L M W M U) W rn 0 or 0 Lo o 0 Z mN z0 W aM Ow J a © Uca 4Z a) CO r N o W= Q>oo a5 10- ©= V � Orn � �U� �Ny t17 O 1'*�' -a co co C) Ud O_O Q M --,) 0) a) LL LL QO W C7)LL- z1,111 r� N o Q Q c -s W0 Z Z � LLJ _] Q m U . J N � z w ❑❑ d ❑❑ ❑ Z ❑ U)N L.L M W M U) W rn 0 or 0 Lo o 0 Z mN z0 W aM Ow J a © Uca 4Z a) CO r N o W= Q>oo a5 10- ©= V � Orn � �U� �Ny t17 O 1'*�' -a co co C) Ud O_O Q M --,) 0) a) LL LL DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-3 0 z1,111 r� N o Q M J LL W0 _ W Z � _] Q m U Q N � z V) Q z 0 ry w o LLJ Q J w w = (I) CD Z DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-3 16060 GENERAL REQUIREMENTS INSTALLATION AND MATERIAL TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO 2014 NATIONAL ELECTRICAL CODE (NFPA 70), IBC, FIRE PREVENTION CODE, AND LIFE SAFETY CODE (NFPA101). ELECTRICAL SUBCONTRACTOR TO COORDINATE ELECTRICAL WORK DEFINED WITHIN THE DOCUMENTS WITH ALL TRADES. PROVIDE ALL REQUIRED MATERIAL AND LABOR TO PROVIDE A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM AND COMPONENTS. PREPARE AND SUBMIT COMPLETE RED -LINE MARK-UPS AS RECORD DRAWINGS DEFINING ALL MODIFICATIONS MADE DURING CONSTRUCTION. RECORD DRAWING RED -LINE MARK- UPS TO DEFINE EXACT LOCATIONS OF ALL 2 INCH AND LARGER CONDUIT LOCATIONS THAT ARE INSTALLED CONCEALED. EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS FOR BUILDING CONSTRUCTION, DIMENSIONS, AND SPECIFIC LOCATIONS. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SCHEMATIC, AND SHOW APPROXIMATE LOCATIONS AND GENERAL ORIENTATION. REFER TO DETAILS, SPECIFICATIONS, AND OTHER DRAWINGS FOR EXACT PLACEMENT. COORDINATE WITH GENERAL CONTRACTOR FOR ALL EXPOSED CONDUIT RUNS IN OCCUPIED SPACES BEFORE INSTALLATION. PROVIDE FIRESTOPPING AT ALL ELECTRICAL PENETRATIONS OF FIRE RATED WALLS/FLOORS INDICATED ON ARCHITECTURAL DRAWINGS, EQUAL TO THE FIRE RATING OF WALL/FLOOR PENETRATED, AND IN ACCORDANCE WITH UL DETAILS. AT COMPLETION OF PROJECT, AND PRIOR TO SUBMITTING FOR FINAL PAYMENT, SUBMIT AND RECEIVE APPROVAL OF RECORD DOCUMENTS AND 2 COPIES OF OPERATION/ MAINTENANCE MANUALS. PROVIDE A 1 YEAR WARRANTY ON ENTIRE ELECTRICAL INSTALLATION 16060 GROUNDING PROVIDE A GROUNDING SYSTEM AS DETAILED ON THE DRAWINGS AND AS DEFINED IN ARTICLE 250 OF NEC. MAERIALS: COPPER OR COPPER CLAD. 16070 HANGERS AND SUPPORTS PENDANT SUPPORTS: 1/4 INCH ALL -THREAD RODS (MINIMUM). IN STUD/FURRED WALLS AND ON WALLS: ONE HOLE STRAPS AND/OR CADDY CLIPS. BOXES IN STUD/FURRED WALLS: BAR SUPPORTS ATTACHED TO TWO STUDS. PANELBOARDS: 6-1/4 INCH X 2 1/2 INCH IMBEDMENT READ HEAD ANCHORS (MINIMUM). DO NOT USE WIRE, PERFORATED STRAP MATERIAL OR TIE WRAPS FOR TEMPORARY OR PERMANENT SUPPORTS. ATTACHMENT DEVICES: SUITABLE FOR THE MATERIAL THAT THEY ARE BEING USED IN, AND FOR THE LOADS BEING APPLIED. 16075 IDENTFICATION LABEL ALL ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO PANELBOARDS, JUNCTION BOXES (LARGER THAN 5 INCHES SQUARE), ENCLOSURES, DISCONNECTS, AND SARTERS WITH AN ENGRAVED THREE LAYER LAMINATED NAMEPLATE, WHITE LETTERS ON A BLACK BACKROUND. LETTER HEIGHT TO BE 1/3 INCH. LABEL JUNCTION BOXES 5 INCHES SQUARE OR SMALLED WITH A PERMANENT MARKER ON THE COVER, AND SIDE OR INTERIOR OF BOX. 16123 WIRING CONDUCTORS: COPPER, SOLID FOR 12 AND 10AWG, STRANDED FOR CONDUCTORS 8 AWG AND LARGER. INSULATION: THHN/T WN. MINIMUM CONDUCTOR SIZE: 120V AND HIGHER-12AWG; 100V AND LESS - AS RECOMMENDED BY TF E SYSTEM MANUFACTURER, FOR CIRCUIT AND CONDUCTOR LENGTH. NEUTRAL AND GROUND CONDUCTORS 6 AWG AND SMALLER TO HAVE CONTINUOUS COLOR CODED INSULATION. 16131 CONDUIT MINIMUM SIZE 1/2 INCH. BELOW GRADE AND IN FLOOR SLABS ON GRADE: SCHEDULE 40 PVC. WET LOCATIONS AND EXTERIOR: RIGID STEEL CONDUIT. INTERIOR DRY LOCATIONS: EMT WITH SET SCREW OR COMPRESSION FITTINGS OR ENT. VIBRATION ISOLATION AND MOTORS: INTERIOR - FLEXIBLE METAL CONDUIT, 3 FEET MAXIMUM LENGTH, EXTERIOR - LIQUID TIGHT FLEXIBLE METAL CONDUIT, 3 FEET MAXIMUM LENGTH. CONDUIT: INSTALLED CONCEALED WHEREVER POSSIBLE, EXCEPT EXPOSED CONDUIT MAY BE INSTALLED IN UNOCC PIED SPACES SUCH AS MECHANICAL AND ELECTRICAL ROOMS. 16138 BOXES CODE GAUGE STEEL. BOXES: MINIMUM OF 4 INCH SQUARE OR OCTAGON WITH PLASTER OR TILE RING. GANGABLE OR HANDY BOXES NOT TO BE USED. SURFACE MOUNTED DEVICE BOXES: FD OR FSD MALLEABLE IRON WITH THREADED HUBS. 16140 WIRING DEVICES RECEPTACLES: DUPLEX, 20 AMP, 125 VOLT, NEMA 5-20R, WHITE, SPECIFICATION GRADE. SPECIALTY RECEPTACLES: CONFIGURATION AS SHOWN ON PLANS, WHITE (WHERE AVAILABLE). SWITCHES: 20 AMP, 120 VOLT, QUIET TYPE, CONFIGURATION AS SHOWN ON PLANS, WHITE, SPECIFICATION GRADE. DIMMERS: SLIDER TYPE, SMOOTH COVER PLATE (NO EXPOSED FINS), RATED FOR LOAD TYPE AND AMOUNT OF OAD, WHITE SLIDER AND PLATE. DEVICE PLATES; SMOOTH, PLASTIC, WHITE, STANDARD SIZE. INSTALL DEVICE PLATE ON ALL BOXES. SURFACE MOUNTED DEVICE BOXES: MALLEABLE IRON PLATE DESIGNED FOR THE INSTALLED DEVICE. WEATHERPROOF/EXTE IOR PLATES: APPROVED FOR THE PURPOSE. 16155 EQUIPMENT WIRING COORDINATE WITH HVA" SUBCONTRACTOR, PLUMBING SUBCONTRACTOR, AND GENERAL CONTRACTOR TO PROVI E ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT. 16210 UTILITY SERVICES COORDINATE WITH EACH SUPPLYING UTILITY: JEA FOR ELECTRIC SERVICES, BELLSOUTH FOR TELEPHONE SERVICE. 16411 ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHES ENCLOSURES: NEMA 19 EXTERIOR - NEMA 3R. RATING: HEAVY DUTY. SIZE AND TYPE: AS INDICATED ON THE DRAWINGS. 16423 MOTOR CONTROLLERS SEE DIVISION 15000 FOR CONTROLLERS PROVIDED UNDER DIVISION 15000. DIVISION 15000 SUPPLIED CONTROLLERS TO BE INSTALLED AND CONNECTED BY DIVISION 16000 ELECTRICAL SUBCONTRACTOR. VOLTAGE RATING: AS REQUIRED FOR CONNECTED LOADS. CONTROLLERS SUPPLIED UNDER DIVISION 16000 TO BE SIZED PER THE MANUFACTURER'S RECOMMENDATIONS, NEMA COMPLIANT, WITH CONTROL TRANSFORMERS, RED AND GREEN PILOT LIGHTS, AND H.O.A. SWITCH, ENCLOSURES TO BE SAME AS ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHES. PROVIDE THERMAL ELEMENT MOTER RATED SWITCH FOR 120V MOTORS. SHOP DRAWINGS: MANUFACTURER DATA ON ALL PRODUCTS. 16443 PANELBOARDS NEMA PB1, MOLDED CASE CIRCUIT BREAKERS, ALUMINUM BUS. ENCLOSURES: INTERIOR - NEMA 19 EXTERIOR - NEMA 3R. RATINGS: AS INDICATED IN SCHEDULES. LAYOUT: MAINTAIN BREAKER ARRANGEMENT SHOWN IN PANEL SCHEDULES TO ACCOMMODATE GROUPING OF BREAKER CONTROLLED LIGHTIGNCIRCUITS. WHERE PANELBOARD MANUFACTURER REQUIRES LAYOUT REVISION, OBTAIN APPROVAL OF ENGINEER BEFORE MANUFACTURE. SUBMITTALS/SHOP DRAWINGS: MANUFACTURER DATA ON ALL PRODUCTS, AND PANELBOARD LAYOUTS. 16500 LIGHTING LUMINAIRES: EQUAL IN FUNCTION AND DESIGN TO PRODUCTS INDICATED IN LUMINAIRE SCHEDULE. BALLAST: FLUORESCENT - HIGH POWER FACTOR, ELECTRONIC, RAPID START, VOLTAGE TO MATCH BRANCH CIRCUIT. HID - HIGH POWER FACTOR, LAMP TYPE, AND VOLTAGE TO MATCH BRANCH CIRCUIT. BATTERY UNITS: FACTORY INSTALLED, 90 MINUTE RATED, MINIMUM 1100 LUMEN RATED, TEST SWITCH AND INDICATOR, 5 YEAR WARRANTY. LAMPS: FLUORESCENT - 3500 DEGREE KELVIN COLOR, MINIMUM 80 CRI. HID - AS SPECIFIED IN SCHEDULE. SUPPORT LUMINAIRES INSTALLED IN CEILINGS INDEPENDENTLY FROM THE CEILING GRID. SHOP DRAWINGS: MANUFACTURER DATA ON ALL PRODUCTS. 17000 FIRE ALARM SYSTEM SYSTEM: PROVIDE A COMPLETE MANUAL FIRE ALARM SYSTEM AS SHOWN ON THE DRAWINGS, AND CONSISTING OF A MAIN FIRE ALARM CONTROLLER, MANUAL PULL STATIONS, HEAT AND SMOKE DETECTOR UNITS, ADA COMPLIANT AUDIONISUAL ANNUNCIATORS, REMOTE ANNUNCIATOR PANEL, AND ALL INTERCONNECTING WIRING. PROVIDE COMPLETE SHOP DRAWINGS SHOWING ALL WIRING, AND ALL REQUIRED BATTERY CALCULATIONS. FIRE ALARM CONTROL PANEL SHALL HAVE DIGITAL MESSAGE AND DIAL OUT CAPABILITY. PROVIDE ALL ALARM DEVICES REQUIRED BY LOCAL FIRE MARSHALL AND LOCAL CODES. w PROVIDE A MINIMUM OF FOUR HOURS OWNER TRAINING AT THE END OF THE PROJECT. w z PROVIDE CONDUIT IN COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS, TO THE LOCATION DEFINED BY THE UTILITY COMPANIES. PROVIDE METER BASES, PULLBOXES, PADS, AND ENCLOSURES AS REQUIRED BY THE UTILITY COMPANIES. Z0 Z0. Z ¢ - vi 0< L'i oz ¢ Z N LLJ W Z U w o ':� 3 ~ UO 0� N W o �0o0 N O r 3 w�� thO _ z (n z 0<ooZ /'ki r ~z¢ C' �oWO d Z ON 0 W OQU� Lo, m ®N Z QW V) W _ 0 N W N m H ly ZW Z O � J Q. J N d Z W ¢ W N H = d Z N x3 w ¢o a � d' W -j W 0 N O N LLJ oc u) nwaW x = ❑❑ z ❑❑ Z Q X w V ❑ Z ❑ w to cif W M M U) W o ce Z o� W (D Z 00 mN zo W °61 M to O to L Q WF_ U) Er o0 a ' ry M. >. Q'j W y O o z Cc: N U �,U� lu "p 'd a �Q timoo 00 LLU_ M��0 O z w Z Q X w z Q rya�F— Z 0 w z 0 Q U U 0 w Cn clLn w Q U FyU w J w w Q w o J LLJ 1— w = o V) z C::) N > m J I.i U z v Q � w Q m T) _U N � z Q DRAWN BY: GRL CHECKED BY: GRL DATE: 09-15-17 SHEET E-4