299 ATLANTIC BLVD COMM22-0013 AB Kitchen_ FIRE REVIEWDigitally signed by Thomas W Reynolds Date: 2022.03.04 11:56:59 -05'00'By Toni Gindlesperger at 2:59 pm, Mar 15, 2022By DIPIERRI at 11:49 am, Apr 14, 2022By Dan Arlington at 4:54 pm, May 19, 2022FIRE SET - DJA-5/19/22
~ -' ~{ ~ UJ 0.. 0 8 z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-,---7 1 • 18" MIN. FRONT APPROACH FROM PULL SIDE >-X HINGE SIDE APPROACH FROM PULL SIDE X=36" MIN. IF Y= 60"; X=42" MIN. IF Y=54" ,----7 24"~IN. 1 + LATCH SIDE APPROACH FROM PULL SIDE Y=54" MIN. IF DOOR HAS CLOSER AND LATCH 8" ,!'1IN ... ·1 -z -::E i--N r· I I I L_J~ 1T I I w I I IF DOOR HAS BOTH CLOSER AND LATCH --7 I •1 I FRONT APPROACH FROM PUSH SIDE -SI" M z "' :E -" 6 M ' i I L X " 24" MIN. " l l ,-1-+1 I I I I 7 I I I i I I 54" MIN. LATCH SIDE APPROACH FROM PUSH SIDE HINGE SIDE APPROACH FROM PUSH SIDE 48" Y=48" MIN. IF OOOR HAS CLOSER AND LATCH Y=48" MIN. IF DOOR HAS BOTH CLOSER AND LATCH 25" MAX i I 6 M L n ,-7 17"-25" --48" I; 11" 1 ...
l l l " " 6" l >10"-20" l 'l 'l MAX OBSTRUCTED SIDE REACH MIN KNEE CLEARANCE (ELEVATION) ~ MAX OBSTRUCTED SIDE REACH KNEE CLEARANCE (PLAN) ~ MAX UNOBSTRUCTED SIDE REACH OBSTRUCTED FORWARD REACH MAX TOE CLEARANCE (ELEVATION) f1 OBSTRUCTED FORWARD REACH TOE CLEARANCE (PLAN) &, [n z ~ :E UNOBSTRUCTED FORWARD REACH .,. NOTE: THIS PROJECT WAS DESIGNED TO BE COMPLIANT WITH 2020 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. ::: ::E BLOCKING 4811 MIN. 48" MIN. DOORS IN SERIES MANEUVERING CLEARANCES AT DOORS 6 I I I I M L _J ~ I I --l l 48" L J " " j, l 30" " SIDE APPROACH FORWARD APPROACH MANEUVERING CLEARANCES AT APPLIANCES, LAVATORIES AND SINKS 15" MIN M 1911 3011 16"-18" M 60" MIN. z :E fo "' CLEAR FLOOR SPACE AT WHEEL CHAIR ACCESSIBLE WATER CLOSETS 36" MIN. 1'-0" 2'-0" 1'-0" MIN. MIN. MAX. 16"-1811 54" MIN. 42" MIN. BLOCKING r 1 --t---'lc I 7"-911 NOTE: BLOCKING MATERIAL SHALL BE OF WOOD 2X12 LUMBER OR OTHER MATERIAL CAPABLE OF SUPPORTING A MINIMUM LOAD OF 250 LBS. 1'-311 MIN. GRAB BAR MOUNTING STANDARDS , , . NOTE: MOUNTING HEIGHTS ARE FOR ACCESSIBLE FIXTURES. FOR STANDARD I MOUNTING HEIGHTS, USE MANUFACTURER'S t RECOMMENDATIONS. 13 1/2" , MIN. , -I ' ~ ' -----,. ~ ~ ::E ::E ;-0 I ';< "' " N i--~ ~ ::E " " PERMIT SET z c§ a:: 0 _J LL UJ I (.) I-~ ca I (.) <( w a, <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 ACCESSIBILITY G002
~ -' ~{ ~ UJ 0.. 0 8 z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I----T l ------" [ " -----,:...__ ~ ------STORAGE y '1 7 - - - - -------- -11 ( ll i--, - -LIFE SAFETY PLAN KEYNOTES [TI----PROVIOE EXIT SIGN W/ EMERGENCY ILLUMINATION 0--PANIC HAROWARE ON OOOR(S) 0-----ABC FIRE EXTINGUISHER MOUNTEO ON WALL [!}----CLASS K FIRE EXTINGUISHER MOUNTED ON WALL 0-----PROVIDE EXTERIOR EGRESS ILLUMINATION WITH EMERGENCY POWER SUPPLY AS REQUIRED [I)---PRIMARY ENTRY/EXIT NO PANIC HARDWARE REQUIRED PER NFPA. ADD SIGNAGE STATING DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ADJACENT ASSEMBLY SPACE EXISTING 2-HOUR TENANT SEPARATION - - - --I' 7 I I~ I I J J .. lQII i' ._ I - - - -- -LIFE SAFETY NOTES 1. THIS PROJECT IS NOT SPRINKLERED. 2. THIS PROJECT WAS DESIGNED TO BE COMPLIANT WITH 2020 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3. EGRESS ILLUMINATION (E.I.) TO BE PROVIDED WITH EMERGENCY POWER SUPPLY PER FBC 2020 1008.3 4. EXIT SIGNS SHALL HAVE EGRESS ILLUMINATION (E.1.) COMBINATION. 5. TACTILE SIGNAGE TO BE PROVIDED PER NFPA 101. 6. IF IT IS DETERMINED THAT RADIO SIGNAL STRENGTHS ARE BELOW THE ACCEPTABLE -95 DBM, AN IN BUILDING EMERGENCY RESPONDER RADIO COMMUNICATIONS SYSTEM MEETING THE REQUIREMENTS OF NFPA 72, 2013 WILL BE INSTALLED. 7. PER SECTION 12.3.4.1 OF THE 2018 LIFE SAFETY CODE, TOTAL OCCUPANT LOAD IS LESS THAN 300, SO NO VOICE EVAC SYSTEM IS REQUIRED. OCCUPIED AREA TABULATION OF TENANT BUILD-OUT BAR (COMMERCIAL) 478 SF 200 GR 3 BAR(SEATS) 10' 1 PER 24" 5 COMMERCIAL KITCHEN 487 SF 100GR 5 ASSEMBLY (A-2) 772 SF 15 NET 52 STORAGE 181 SF 300GR 1 BUSINESS 44 SF 100GR 1 EXTERIOR SEATING 8 BUILDING OCCUPIED AREA 1,962 SF BUILDING OCCUPANTS 75 - -- - - -EXISTING 2-HOUR TENANT SEPARATION BUSINESS ADJACENT MERCANTILE SPACE LIFE SAFETY PLAN SCALE: 1/4" = 1'-0" - -' ( 0 ( ------------- -L PERMIT SET z UJ I (.) I-~ en <( c§ a:: g IL D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 LIFE SAFETY PLAN G101 SEE REVISION
~ -' ~{ ~ UJ 0.. 0 0 u z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-I SYMBOL LEGEND WALL TO BE DEMOLISHED OBJECT TO BE DEMOLISHED EXISTING WALLS TO REMAIN DEMOLITION KEYNOTES IT}--REMOVE EXISTING WALL 0--REMOVE PORTION OF EXISTING WALL FOR FUTURE DOOR OPENING 0--REMOVE ALL EQUIPMENT, BUILT-IN FURNITURE, CASEMENTS, MILL WORK, COUNTERS, CABINETS, ETC. @--REMOVE CEILING FINISHES, CEILING LIGHTING, MECHANICAL EQUIPMENT AND DUCTS, SUPPLY-AIR DIFFUSERS, AND RETURN-AIR GRJLLES. @--REMOVE ALL EXISTING PLUMBING FIXTURES AND PIPES. @--REMOVE EXISTING DOOR AND FRAME. 0--REMOVE EXISTING PARTIAL HEIGHT WALL. [I)---REMOVE EXISTING CASE WORK. @--SAW ClJT PORTION OF EXISTING EXTERJOR WALL TO PROVIDE OPENING TO FlJTURE COOLER. 0----REMOVE ENTIRE EXISTING INTERJOR GLAZING SYSTEM I I I I I I I I 11l_____l_l ~ I I I I/ '---------------------~ rj I 111 I 111 I 111 I 111 I 111 I 111 ,;-i :~ ~ 11111 r;l 11111 ~ , 11,_i____r;;;ilO Q 1111~ f I I ~ 11111 I J I 11111 r I I 111H I I I 11 I I I I 111 I I I I ii' I I ["""";l IA7 I 1111 I: +--0,1 9 ~ ~ +-ill, 1 : ::: : : [I] : 117 ll : : ~ : ,-1:;_J +-ill / l 1 : I ,-__'.Q-7 I ------~,--,------------------7 -----------~-~-------------J GENERAL DEMOLITION NOTES 1. COORDINATE DEMOLITION WORK WITH SCOPE OF NEW WORK AND PLANS. 2. REFER TO MECHANICAL & ELECTRJCAL DEMOLITION NOTES AND MEP DOCUMENTS FOR EXTENT OF DEMOLITION OF THOSE SYSTEMS. PROTECT ALL EXISTING STRUCTURE, SYSTEMS, FINISHES AND GENERAL CONSTRUCTION THAT ARE TO REMAIN THROUGHOlJT THE COURSE OF THE WORK TO PREVENT DAMAGE OR LOSS. ANY SUCH DAMAGE CAUSED DURING THE COURSE OF THIS WORK SHALL BE RESTORED TO ORIGINAL CONDmON. 3. PROVIDE DEMOLITION AND DISPOSAL OF EXISTING CONCRETE FLOOR SLAB FOR PLUMBING AND ELECTRJCAL WORK. PROVIDE FLOOR SLAB PATCHING FOR A SMOOTH TRANSITION AT ALL NEW WORK. COORDINATE WITH REFRJGERATION, PLUMBING AND ELECTRICAL CONTRACTORS FOR QUANTITIES, LOCATIONS AND SIZES. 4. CONTRACTOR IS TO VERJFY UTILITY LINE LOCATIONS AND MAINTAIN THOSE THAT SERVE OTHER PARTS OF THE BUILDING THAT ARE NOT AFFECTED BY THE DEMOLITION. 5. OPERATING SYSTEMS, UTILITIES AND SERVICES SERVING THE EXISTING SITE SHALL BE MAINTAINED IN OPERATION TO SERVE THE NEEDS OF PORTIONS OF THE BUILDING AND SITE NOT INVOLVED IN THE WORK UNDER THIS CONTRACT AT ALL TIMES DURJNG THE PROGRESS OF THE WORK UNDER THIS CONTRACT, EXCEPT FOR SUCH SHORT PERJODS AS ARE ABSOLUTELY NECESSARY TO PERFORM THE WORK. SUCH OPERATING SYSTEMS, UTILITIES AND SERVICES INCLUDE BUT ARE NOT LIMITED TO WATER, ELECTRJCITY, HVAC, SANITARY, SEWER, FIRE ALARM, TELEPHONE AND SECURITY. PRIOR TO INTERRUPTING OR OTHERWISE AFFECTING ANY SUCH OPERATING SYSTEM, UTILITY OR SERVICE, CONTRACTOR SHALL CONSULT WITH OWNER'S REPRESENTATIVE TO ESTABLISH A MUTUALLY SATISFACTORY SCHEDULE FOR CUT OVER, CUT OFF DISRUPTION OR OTHER CHANGE IN THE OPERATION OF THE AFFECTED SYSTEM, UTILITY OR SERVICE. 6. PROVIDE TRENCHING FOR ELECTRJCAL, PLUMBING SERVICES. SEE STRUCTURAL DETAILS. DOWEL AND PATCH FLOOR SLAB AT EXISTING TRENCHES, REFRJGERATION ACCESS PITS AND AT OTHER AREAS w/ DAMAGED FLOOR SLAB. PROVIDE UNIT PRJCES FOR SUCH CONDmONS THAT MAY BE CONCEALED BY EXISTING FLOOR COVERJNG AT THE TIME OF BIDDING. 7. VERJFY LOAD BEARING CONDITIONS OF EXISTING WALLS PRJOR TO DEMOLITION AND NOTIFY ARCHITECT IMMEDIATELY WHERE BEARJNG WALLS OR UNANTICIPATED CONDITIONS ARE DISCOVERED CONTRARY TO PROPOSED PLANS. I I I I I I I I I I I I I I ,---+-j I I I I I I I I I I I I : : +---0 ) I I // / / / / I / / I / / / / / / / / / / / / / , CD'/ / 8 / / / / / / / / / / / / / / / / / / / / / / / / / rr' / / I I / / I I / // I I ,/ / / / I I / // I t/ / I I ; L.J/ 0 /✓,.,,,...-"--~ ~---. --..... ..__, 0 / 0 ,'----~r /, 0 !4-i __ ,rJ 0 \\ 0 8. PROVIDE SHORJNG AND TEMPORARY SUPPORT AT NEW OPENINGS AND WHEN SETTING NEW LINTELS/ BEAMS, TO PREVENT SETTLING OF EXISTING ROOF AND WALL STRUCTURES. 9. REMOVE ALL WALLS OR PORTION OF WALL AS INDICATED IN ORDER TO ACHIEVE THE PROPOSED SCOPE OF WORK INCLUDING, BUT NOT LIMITED TO DOORS, HEADERS, WINDOWS AND SUSPENDED PARTITIONS/ SOFITTS AS INDICATED ON PLAN. PATCH ALL EXISTING WALLS TO REMAIN & PREP FOR NEW PAINT WHERE DAMAGED OR DISTURBED BY DEMOLITION. 10. ALL WORK WILL BE PERFORMED IN THE BEST WORKMANSHIP POSSIBLE IN ACCORDANCE WITH THAT TRADE'S BEST INDUSTRY STANDARDS. DEMOLITION CONTRACTOR IS TO ARRANGE FOR SHUT OFF OF EXISTING UTILITIES. CONTRACTOR SHALL ARRANGE ALL TEMPORARY POWER. NOISE AND DUST IS NOT TO BE DISRUPTIVE TO THE OCCUPIED AREA OF THE BUILDING. PROVIDE TEMPORARY PARTITIONS AS REQUIRED. DEMOLmON IS TO BE DONE IN A CAREFUL AND ORDERLY MANNER SO AS NOT TO DAMAGE FINISHES OR EQUIPMENT TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING NECESSARY TO EXECUTE THE NEW WORK. 11. EXISTING ROOF DRAINS, EMERGENCY SCUPPERS, AND ROOF LEADERS, TO BE EVALUATED AND REWORKED AS REQUIRED. COORDINATE LOCATION WITH ARCHITECT & OWNER. 12. ALL WORK PERFORMED AFTER NORMAL BUSINESS HOURS REQUIRES AREA TO BE CLEAN BEFORE 8:00 AM THE FOLLOWING DAY. 13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL MATERJALS FROM PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE NEW WORK, AND DISPOSE OF IT IN ACCORDANCE WITH STATE AND LOCAL CODE OR ORDINANCES. 14. ALL WALLS SHOWN SHADED ARE TO REMAIN, WHERE CONSTRUCTABILITY PERMITS. 15. SALVAGE DOOR HARDWARE FOR RE-USE WHERE POSSIBLE. 16. EVALUATE EXTERJOR FINISHES THAT REMAIN TO DETERMINE SUITABILITY FOR RE-USE. I I 0 1'--------------------1-;:__1~-~~--=-'~_'_~1 r-=J L_ _i __ , l~1-}---------1------1-1-11 0 0 G Om I 1 I r! ~! ___________ L,:~ ,i ______________________________________________ ~r '------------I L 11 ( ll i-----, DEMOLITION PLAN SCALE: 1/4" -1'-0" PERMIT SET z c§ a:: 0 _J LL UJ I (.) I-~ en I (.) <( w a, <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lf-lERIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 DEMOLITION PLAN D101
~ -' ~{ ~ UJ 0.. 0 0 u z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-T " [ ~ " \ FREEZER/COOLER I 109 I 'P' I ., ~l[!]l II I I WOMEN MEN I I 106 I I 105 I I 1·-0·~ r.... I ) l I ' ( ( 11 ( ll I ,--, ~ ~ I I I J ~-------------------@)~ -~ ' ' 9'-11" , WINE COOLER I 112 I 4'-2" GENERAL FLOOR PLAN NOTES 1. SEE FOOD SERVICE DRAWINGS FOR KITCHEN & BAR EQUIPMENT LOCATIONS (UNDER SEPARATE CONTRACT). 2. KITCHEN/BAR EQUIPMENT IS PROVIDED BY OWNER. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTIONS (OFCI). 3. DIMENSIONS OF NEW WALLS ARE TO FACE OF SUBSTRATE OR CMU, UNLESS OTHERWISE NOTED. DIMENSIONS TO EXISTING WALLS ARE TO FINISHED SURFACE. 11 '. WALL TYPE GENERAL NOTES 1. SIDE 1 IS THE SIDE OF THE TAG ON THE PLAN 2. SEE SHEETS A701 AND A702 FOR WALL FINISHES 3. PROVIDE SOUND ATTENUATION BATTS IN WALLS AROUND RESTROOMS. AND ACOUSTIC SEALANT AT UNDERSIDE OF DECKJNG. 4. USE 5/8" MOISTURE AND MOLD RESISTANT (MMR) GYPSUM BOARD, UNLESS NOTED OTHERWISE. 5. THE GENERAL CONTRACTOR SHALL ENSURE THAT CODE COMPLIANT SHEATHING IS PROVIDED AT TYPE 1 HOOD LOCATION. WALL TYPE SCHEDULE ~ 3 5/8" LT GA METAL STUDS @ 16" OC; NON-BEARING; NON-RATED HEIGHT TO EXTEND TO UNDERSIDE OF ROOF DECKJNG SUBSTRATE 1: 5/8" GYP BD HEIGHT TO EXTEND TO UNDERSIDE OF ROOF DECKJNG SUBSTRATE 2: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE UNDERSIDE OF CEILING <@> 3 5/8" LT GA METAL STUDS @ 16" OC; NON-BEARING; NON-RATED HEIGHT TO EXTEND 4" ABOVE UNDERSIDE OF CEILING SUBSTRATE 1: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE UNDERSIDE OF CEILING SUBSTRATE 2: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE UNDERSIDE OF CEILING ~ 3 5/8" LT GA METAL STUDS@ 16" OC; NON-BEARING; NON-RATED HEIGHT TO EXTEND TO UNDERSIDE OF ROOF DECKJNG SUBSTRATE 1: 5/8" GYP BD HEIGHT TO EXTEND TO UNDERSIDE OF ROOF DECKJNG SUBSTRATE 2: NONE [ I..____--", HOST FLOOR PLAN SCALE: 1/4" = 1'-0" DINING ROOM I 102 I WAITING I ENTRY I 101 I PATIO I 100 I 7 r,..,. h '-, ~-,\ COMMUNITY TABLE 0 PERMIT SET z c§ a:: 0 _J LL UJ I (.) I-~ en I (.) <( w a, <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 FLOOR PLAN A101
~ -' ~{ ~ UJ 0.. 0 0 u z 63 t{l Cl LL 0 z 0 vl Vl -::;: c.: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -c.: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ c.: UJ cc c.: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!l z ! Cl Vl -I I-0 L-2 ~ I ,/ 0 L-2 0 L-2 0 L-2 '---'-----"----'---'----'-----'---'--r'--~, I ~-----------,1 I~~ L i--, 0 L-2 0 L-2 ~ g_~o"~Y) \\ ~8 l IJ GENERAL REFLECTED CEILING PLAN NOTES 1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK AND INTEGRATED TEST SWITCH ON EMERGENCY (E) FIXTURES. 2. ADDITIONAL LIGHTING MAY BE REQUIRED IN AREAS NOT INDICATED ON THE CEILING PLAN I.E. MILLWORK DETAILS, SITE PLAN, ETC.). 3. PROVIDE ELECTRICAL OUTLETS AND/OR JUNCTION BOXES FOR NEW FIXTURES AND APPLIANCES. 4. LED TAPE LIGHT SHALL INCLUDE COORDINATING MOUNTING TRACK. NO PIGTAIL CONNECTIONS, ALL CONNECTIONS SHALL BE IN-LINE AND ENCASED IN HEAT SHRINK TUBING. S. ALL LIGHT FIXTURES ARE ON DIMMERS, UNLESS OTHERWISE NOTED. 6. L!GHT SWITCHES AND OlfTLETS TO MATCH ADJACENT WALL COLOR TONES. 7. GRILLS' COLORS TO MATCH CEIL!NG. 8. REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED FIXTURES, UNLESS OTHERWISE NOTED. 9. CONTRACTOR TO COORDINATE FINAL SPRINKLER HEAD LAYOUT AND LIFE SAFETY MOUNTED EQUIPMENT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 10. SPRINKLER HEADS LOCATED AT GWB AND ACT CEIL!NG TO BE RETRACTABLE; ESClfTCHEON PLATE TO MATCH ADJACENT CEIL!NG FINISH. 11. SEE SHEET E101 FOR INTERIOR L!GHTING. 12. AT ALL EXPOSED CEIL!NGS, PAINT ALL EXPOSED DUCTWORK, DECKING, JOIST, AND OTHER EXPOSED CEILING ELEMENTS. CODED NOTES FOR REFLECTED CEILING PLAN @ COORDINATE MOUNTING HEIGHTS OF SUSPENDED FIXTURES WITH OWNER. ~ EXISTING LIGHT FIXTURES TO REMAIN, CONTRACTOR TO REPAIR/REPLACE ~ DAMAGED LAMPS AND/OR FIXTURES. @ DUCTS TO BE INSIDE TRUSS WEB AREA--NOT BELOW BOTTOM CHORD I L-3 0 i-.J --'? co --\'~ I /ri ----:.: L-7 :i5 L ! o--r::c_~ -cri 0 1:, L-3 7 f--' ~ I = L-7 7 '-I I I " " ' ✓1,f\ ~~n" 2 I L-1 I 0 ~ " ~ 10'·0" ' ACT r----GWB . .,_.,... a ' 11 " REFLECTED CEILING PLAN KEY L-3 0 L-7 =:::r:---0 L-3 ,, " I 0, ., ., L!GHT FIXTURE DESIGNATION J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE SUSPENDED L!GHT FIXTURE -SIZES VARY CEILING HEIGHT AND TYPE DESIGNATION SUPPLY AIR GRILL RETURN AIR GRILL ROUND PLAQUE DIFFUSER EXIT L!GHT EMERGENCY LIGHT ROLLER SHADE LOCATION EXHAUST FAN 2' x 2' LAY-IN LED L!GHT FIXTURE 28'-0 7/16" VERIFY IN FIELD L-7t---------l L-71-------1 6'-8" 6'-8" , _ _.__../do 12'-0"+/-v EXP II L-3 II 0 ' [9 L-7 L-7 p .L £ II 0 L-3 "' I L-71---... --1 L-7 I " " ., " " 26'-0 7/16" VERIFY IN FIELD il I II ' ., ' ., L-3 0 @ 0 L-3 II REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" L-23 (TYP) Q)-E9-0 -$-~O" B ~SA [QJRA 0 ~ t:; WALL X w MOUNTED ~ k RS-1 k , , llSil I ' o§t:9--L-11 / _/ L-1 ~ 10'-0" i'=r-GWB ~ J~ ~ -,\ @) ~ 0 ( r \' JJ -~: ~c:7 ~ F-1 ) '-., L-51 L , PERMIT SET z c§ a:: 0 _J LL UJ I (.) I-~ en I (.) <( w ., <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 REFLECTED CEILING PLAN A111
~ -' ~{ ~ UJ 0.. 0 0 u z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-COOLER BELOW "' § to to z i V V V '---------------------------------------------------------------------------------------------------------------------~MOTE CONDENSER n n { / ~ 1/-~ ,--81: TT ' KEF-1 I d I II I '-,t_J I REMOTE CONDENSER II I l" ___ ,t_J FOR COOLER FOR MINI-SPLIT I II I I I I I ,------_J o=-• w REMOTE CONDENSER II I to ' I Q FOR FREEZER w u.. II I Q 0 DOWN "' L l 0 -=CJ to z !;:; ~ a. V) ~ 8 l to z i L__ ____________ ------, L ______ ,---------------------------------------------------------L ________ , I I I I I ' -_______________ J V V ROOF PLAN SCALE: 1/4" = 1'-0" _,_ --"' § EXISTING AWNING c=-to to z I=! V) 8 PERMIT SET z c§ a:: 0 _J u.. UJ I (.) I-~ en I (.) <( w a, <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 ROOF PLAN A102
~ -' ~{ ~ UJ 0.. 0 8 z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-D D, 3 TILE, 5/8" MOISTURE AN MOLD RESISTANT GYP B 5/8" LT GA METAL STUD O.C. MIN. -TYP, U.N.O. S@ 16" F.R.P. DOOR W/ F.R.P. F RAME 0 WINE CELLAR ELEVATION 5-----SCALE: 1/2" = 1'-0" ~ 10'-0" B/0 GYP BD CLG CLOSED CELL SPF INSULATION -------fflfo'f!1!l&l VAPOR BARRIER ----------slij;l;:8j __d._ 8' -6" --------.,,-B/0 TILE AT HEADER _______dr._ O' -0" --------.,,-T/0 CONC SLAB CLOSED CELL SPF INSULATION 5/8" MOISTURE AND MOLD RESISTANT GYP BD ON SUSPENDED LT GA TRACK AND CHANNEL SYSTEM --~ .11,----+--TILE, 5/8" MOISTURE AND I MOLD RESISTANT GYP BD, 3 _ ~_J 5/8" LT GA METAL STUDS @ 16" 0.C. MIN. -TYP, U.N.0. MINI-SPLIT UNIT ----PROVIDE HEADER FRAMING AS NECESSARY-SEE STRUCTURAL 1/2" CLEAR TEMPERED GLASS INSIDE U CHANNEL FRAME W/ STRUCTURAL SEALANT AT ALL GLASS BUTT JOINTS CALK JOINT BETWEEN TILE AND / SLAB -TYP " 10'-011 B/0 GYP BD CLG _______dr._ 0'-0" --------.,,-T /0 CONC SLAB -------,f--TILE, 5/8" MOISTURE AND MOLD RESISTANT GYP BD, 3 5/8" LT GA METAL STUDS@ 16" O.C. MIN. -TYP, U.N.O. -----,c+---1/2" CLEAR TEMPERED GLASS INSIDE U CHANNEL FRAME W/ STRUCTURAL SEALANT AT ALL GLASS BUTT JOINTS 0 WINE CELLAR ELEVATION 4-----SCALE: 1/2" = 1'-0" CLOSED CELL SPF INSULATION -5/8" MOISTURE AND MOLD RESISTANT GYP BD ON SUSPENDED LT GA TRACK AND CHANNEL SYSTEM --~ I----MINI-SPLIT UNIT / 1----_J '111------TILE, 5/8" MOISTURE AND MOLD RESISTANT GYP BD, 3 5/8" LT GA METAL STUDS @ 16" O.C. MIN. -TYP, U.N.O. AAfHllf------CLOSED CELL SPF INSULATION AAiH!lf------VAPOR BARRIER .• _:_._
.1/~--CALK JOINT BETWEEN TILE AND SLAB -TYP l vi ~ ~ in z ~ vi .. i-= ~ z ;... TILE, 5/8" MOISTURE AND MOLD RESISTANT GYP BD, 3 5/8" LT GA METAL STUDS @ 16" O.C. MIN. -TYP, U.N.O. -------,r--1/2" CLEAR TEMPERED GLASS INSIDE U CHANNEL FRAME W/ STRUCTURAL SEALANT AT ALL GLASS BUTT JOINTS ------++--0 WINE CELLAR ELEVATION 3-----SCALE: 1/2" = 1'-0" VAPOR BARRIER -TYP , "/ "/ ;½/I----F.R.P DOOR ---CALK JOINT BETWEEN TILE AND DOOR FRAME -TYP RUii----TILE, 5/8" MOISTURE AND MOLD RESISTANT GYP BD, 3 5/8" LT GA METAL STUDS@ 16" O.C. MIN. -TYP, U.N.O. CLOSED CELL SPF INSULATION ~--VAPOR BARRIER 3'-2" N.T.S. 8'-11" N.T.S. FACE OF EXISTING BRICK WALL TILE, 5/8" MOISTURE AND MOLD RESISTANT GYP BD, 1 5/8" LT GA METAL STUDS @ 16" 0.C. MIN. CLOSED CELL SPF INSULATION 1/2" CLEAR TEMPERED GLASS INSIDE U CHANNEL FRAME W/ STRUCTURAL SEALANT AT ALL GLASS BUTT JOINTS -~ ~ 4/402 I I I I I I I J I I I I I I I I I J N PERMIT SET z UJ I (.) I-~ en <( c§ a:: 0 _J LL D COOP A.~( :HITE<:Tt JFiE lf-lERIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 WINE CELLAR DETAILS AND ELEVATIONS A402
~ -' ~{ ~ UJ 0.. 0 0 u z 63 t{l Cl LL 0 z 0 vl Vl -::;: er: UJ 0.. z UJ ~ ~ ~ 0.. ~ UJ ~ ~ 0 ~ ~ ~ z -er: 0 UJ -' 0 I ~ z -Cl ~ => Cl ~ 0.. UJ er: UJ cc er: ~ z -' -' ~ Vl !::; Cl ~ ~ -' ~-~ UJ 0.. § z 63 Vl UJ Cl LL 0 ~ UJ 0.. ~ 0.. UJ I I-~ Cl ~ UJ u -&: UJ Vl LL 0 1-z UJ ::;: ~ tn z -l!) z ! Cl Vl -I I-DOOR HARDWARE SETS 1. DOOR HARDWARE SETS A. The hardware sets represent the design intent and direction of the owner and architect. They are a guideline only and should not be considered a detailed hardware schedule. Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality. 1. Quantities listed are for each pair of doors, or for each single door. 2. The supplier is responsible for handing and sizing all products. 3. Where multiple options for a piece of hardware are given in a single line item, the supplier shall provide the appropriate application for the opening. 4. At existing openings with new hardware the supplier sha11 field inspect existing conditions prior to the submittal stage to verify the specified hardware will work as required. Provide alternate solutions and proposals as needed. B. MANUFAcnJRER'S ABBREVIATIONS: 1. MK -MCKINNEY 2. RO -ROCKWOOD 3. SA -SARGENT 4. RM -ROCKY MOUNTAIN HARDWARE 5. TC -TRIMCO 6. PE -PEMKO HARDWARE SETS SET: 1.0 DOORS: 105 & 106 DESCRIPTION: OFFICE, STORAGE 3 HINGE, FULL MOTISE TA2724 4-1/2" X 4 1/2" BSP MK 1 ENTRY /OFFICE LOCK 7G05 LP BSP SA 1 DOOR STOP 409 / 446 as required BSP RO 1 GASKETING 588D PE SET: 2.0 DOORS: 111 & 112 DESCRIPTION: TOILET 3 HINGE, FULL MORTISE TA714 4-1/2" x 4-1/2" BSP MK 1 PASSAGE LATCH 7U15 LP BSP SA 1 DEADBOLT (OCCUPANCY INDICATOR) ESQ 2-3/4" x ANSI BSP AW 1 DOOR STOP 409 / 446 as required BSP RO 1 GASKETING 588D PE SET: 3.0 DOORS: 113 DESCRIPTION: RESTROOM 3 HINGE, FULL MORTISE TA714 4·1/2" X 4·1/2" US32D MK 1 PUSH PLATE 70F US32D RO 1 PULL RM5280 Mtg-Type 12 US26D RO 1 SU RF ACE CLOSER 8301 SN-134 689 NO 1 WALL STOP RM867 US15 RO 3 SILENCER 608 RO SET: 4.0 DOORS: 104 DESCRIPTION: KITCHEN -ELIASON 1 HBO ALL HARDWARE BY DOOR MANUFACTURER 4 7/8" DOOR SCHEDULE DOOR #OF FIRE NO ROOM LEAVES WIDTH HEIGHT THICKNESS DOOR MATERIAL FRAME MATERIAL HEAD JAMB SILL RATING 101 ENTRY 1 3'-0" 7'-0" -5/5 -- - --103 OFFICE 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 1 H.M. 1/A102 2/A102 --104 CORRIDOR 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 1 H.M. 1/A102 2/A102 --105 MEN 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 2 H.M. 3/A102 4/A102 --106 WOMEN 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 2 H.M. 3/A102 4/A102 --107 CORRIDOR 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 2 H.M. 3/A102 4/A102 --112 WINE COOLER 1 3'-0" 7'-0" 1 3/4" SOLID WOOD TYPE 2 H.M. 3/A102 4/A102 ----- - - ---- - --DOOR SCHEDULE NOTES 1. (*) DENOTES THAT DOOR IS ACCESSIBLE AND THAT ITS HARDWARE SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA ACCESSIBILITY CODE 309.4 AND 404.2.7. OPERABLE PARTS, SUCH AS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR lWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS, SUCH AS HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE 5 POUNDS (22.2 N) MAXIMUM. 2. RESTROOM DOORS TO BE SELF CLOSING. NOTE: INSULATION NOT SHOWN 4 7/8" I, I, 7 THROATl ' NOTE: INSULATION NOT SHOWN 4 7/8" NOTE: INSULATION NOT SHOWN 6 1/8" , ,, . . 1/2" 4 7/8" 3/4" 1/2" S 7/8" 4 7/8" 1/2" ---MRR GYP BD (;\_.._,...l)J---LT GA METAL STUDS ' ··_·lfll 1----MRR GYP BD •1---LT GA METAL STUDS ,,__ __ MRR GYP BD 1,-..... .,tt---LT GA METAL STUDS , , , . . THROAT ~ h 7 ~ 1 1/2" 2 7/8" 1 3/4" 0 TYPE 2 H.M. FRAME SCALE: 3" = 1 '-0" , , , THROAT . ffl---TILE -SEE FINISH SCHEDULE ?,lo---DOOR -SEE SCHEDULE 1 1/2" 2 5/8" 1 3/4" E,t---t-·"""~--TILE -SEE FINISH SCHEDULE IJ.l---!'4cjl----TYPE 2 H.M. FRAME c= ?i:7-'I----DOOR -SEE ' ~ SCHEDULE =---DOOR -SEE SCHEDULE HARDWARE SET REMARKS SET4 TRAFFIC/IMPACT DOOR SET 1 -SET 1 -SET 2 -SET 2 -SET 3 -SET 2 ---4 7/8" NOTE: I, I, INSULATION 7 THROATl NOT SHOWN MRRGYPBD LTGA METAL STUDS CONT CAULK TYPE 1 H.M. FRAME ?,l----DOOR -SEE SCHEDULE PERMIT SET z c§ a:: 0 _J LL UJ I (.) I-~ en I (.) <( w a, <( (.) .= z ::5 !;;: D COOP A.~( :HITE<:Tt JFiE lmcRIOFt DESIGN DESIGN/COOPERATIVE LLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL/ (904) 290-1032 FAX/ (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Ben and Liza Groshell LOCATION 299 Atlantic Blvd. Atlantic Beach, FL 32233 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSUL TING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING Cl -MECHANICAL ENGINEERING, LLC 904.686.8882 FU83516 INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 3.4.2022 PROJECT NO: 21043 DOOR SCHEDULE AND DETAILS A601