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HomeMy WebLinkAbout20 Towne Center Cir 03-849 New remodel Red Lobstermow;:. ---� SANFORD FIRE DEPARTMENT FIRE PRE VENTION DIVISION 300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: ,January 3, 2003 Business Address: 20 Town Center Circle Occ. Ch. #13> Existing Assembly Business Name: Red Lobster Ph. (407) 245-4500 Fax (407) 245-6520 Contractor: . Unknown Architect: Mark Hansen Ph Ph. (407) 834-2444 Ext. 222 Reviewed[ ] Reviewed with comment [X] Rejected [] Reviewed by: Timothy Robles, Fire Protection hispector/Plans Examiner %7Z__ Comment: Plans reviewed as Existing Assembly Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Fire Sprinkler system existing in structure. Fire Alarm system for monitoring lire sprinkler system already exists in structure. • Fire department will field verify size of each fixed seat of 45" inches • Sign stating "Occupancy load 299" shall be posted in the lobby prior to building final. • Fire Department will conduct annual & periodic fire inspections to field verily occupancy load is at "299" • If occupancy is found over "299" during multiple fire inspections, the Sanford Fire Department will require pull stations @ every designated "Exit" l . l Application — Nevv bar area (Iselling area 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Assemblies , 1.5 Classification of Hazard of Contents — Class `B" 1.6 Minimum Construction — (shall con'Ply with Sanfird Building Department) 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.5 Arrangement of Egress — U.K., will field verify 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — will field verify 2.8 Illumination of Means of Egress —will field verify 2.9 Emergency Lighting —will field verify 2.10 Marking of Means of Egress — will field verify 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "A& B" 3.4 Detection, Alarm and Communications Systems — as per NFPA 72 3.5 Extinguishing Requirements —as per NFPA 10; provide one (1) 2A10 BC Fire extinguisher within 75' of new bar 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 9-1 5.2 HVAC —as per LSC 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Existing Monitoring: Existing Other: NFPA 1 3-5.1 Fire Lanes —Existing 3-6.1 Key Box — Existing 3-7.1 Bldg. Address Number Posted and Legible —Post address six (6) inch size contrasting in color. 2 I I i I I N 0 0 N ' v (rT cv �r I RI 0 L c a :L �I �L cli' 0 N 0 / C.) / OD w I L O c ro cn / Iu cn Lo cjI 0 LL I m u aJ 0, L I ci U .z J _. / L_ 0] L SCOPE OF WORK LEGAL DESCRIPTION CODE JURISDICTION THE SGOPE OF THIS PROJEGT INCLUDES PARTIAL DEMOLITION AND NEW TRAGT 25 AND 26, SEMINOLE COUNTY TONNE CENTER REPLAT NO. 2, AS GONSTRUGTION AT THE MAIN ENTRANCE AND BUILDING FACADE, AND INTERIOR RECORDED IN PLAT BOOK 4G, PA6E5 2-f-2c{ OF THE PUBLIC REGORDS OF BUILDING GODE: FLORIDA BUILDING CODE - 2001 ALTERATIONS/RENOVATIONS IN THE LOBBY, BAR, LOUNGE, AND DINING ROOMS, SEMINOLE GOUNTY, FLORIDA, MEGHANIGAL GODS: FLORIDA BUILDING CODE -MEGHANIGAL 2001 O ELECTRICAL GODE: NATIONAL ELECTRIG CODE - Icicicf PLUMBING GODF: FLORIDA BUILDIN6 GODE - PLUMBING_-QOI FIRE • GODE. FLORIDA FIRE GORE 2001, NFPA 101 LIFE SAFETY GLIDE -_- OLIO .......... \ . • ENERGY CODE. FLORIDA ENERGY GORE - 2001 AGGESSIBILIT( CODE: FLORIDA AGGE551BILITY GODE - 2001 VICINI'T'Y MAP AGENCY CONTACTS PROJECT DATA LAKE MONROE BUILDING DEPT: MR. DAN FLORIAN CITY OF SANFORD - BUILDING DEPT, OCCUPANCY 0LA551FIGA"LION: A-2,_SMALL ASSEMBLY 300 NORTH PARK AVENUE SANFORD, FL 32-1-11 TYPE OF GONSTRUC: (ION: TYPE VI -UNPROTECTED 401-330-5656 BUILDING GROSS AREA: 8,460 So. FT, \ �on, HEALTH DEPT': M5. VICKI MAPLE , DBRR- DIVISION OF HOTELS AND RESTAURANTS OCGUPANT LOUD 2cicf 400 N. ROBINSON STREET - NORTH TOWER, SUITE b02 ORLANDO, FLORIDA 32601 ACTUAL S ATIN6 COUNT: EX15TING: 2-fc1 PROPOSED: 26'f 401-311-'T8-iQ ZONING DEPT: MR, JAY HARPER NO. OF STORIES: ALLOWABLE: 2 PROP05ED: I SITE CITY OF SANFORD - ENGINEERING PLANNING BUILDIN6 HEIGHT: ALLOWABLE: 40'-O" PROPOSED: 24'-0" 300 NORTH PARK AVENUE SANFORD, FL 32111 NO. OF EXITS: REQUIRED: 2 PROVIDED: 5 40-7-550-56-15 FIRE SPRINKLER: EXI5TIN6: YES NEWBAR RETROFIT REMODEL -,,.FIRE ALARM EXISTING: ' a}VF�F� � i i PROPOSED: iLf1:'6ZREQUIRED s4,p �7-�2_ t rS PROJECT CONTACTS RSTAUNT N O s 4 OWNER: DARDEN RESTAURANTS, INC, 5cioo LAKE ELLENOR DRIVE ORLANDO, FL 3260ci (401) 245-4000 ARCHITECT: 51GN THREE ASSOCIATESTOWN CENTER CIRCLE 515 ORIENTA AVENUE SUITE ACD 1050 TOILET FIXTURE5: N.G. up'. LAV. MALE (PUBLIG) 2 2 3 FEMALE (PUBLIG) 4 - 3 MALE (EMPLOYEE) - - - FEMALE (EMPLOYEE) - - - UNISEX TOILET ROOM - - ALTAMONTE SPRINGS, FLORIDA 52-101 (40-7) b34-2444 ANDF , FLORIDA 32771 PALMETTO AVE. HINTER TER PARK, FL 32-IF�ci (401) 628-3335 PARKING. REQUIRED EXISTING PROPOSED _ STANDARD SPACES - 1b6 - AGGESSIBLE SPACES - 5 t�rzn; GENERAL MOTES GENERAL DEMOLITION NOTES SYMBOLS I N D ' _Ike, WINGS REVISIONS ARCHIT 'C TURAL", I, THE GONTRAGTOR SHALL VERIFY EXISTING CONDITIONS {^IITH 18. GENERAL GONTRAGTOR SHALL LABEL ALL ELEGTRIGAL 1. ALL DEMOLITION WORK SHALL BE PERFORMED IN AGGORDANGE WITH DOGUMENTS GIVEN AT PRE - BID MEETING AND AGGEPT PANELS, SOUND EGIUIPMEMT, AND ROOF "TOP EQUIPMENT WITH A STATF AND LOGAL RE6ULATION5. SECURE REQUIRED DEMOLITION PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY PLASTIG PHENILOG ENGRAVED PLATE NHIGH SHALL BE PERMITS, ARRANGE WI-FFI OWNER AND/OR APPROPRIATE AGENGY FOR FOR THE CONDITION OF THE EXISTING SITE OR; EXISTING SGREWED ON FACE OF PANELS TO IDENTIFY TYPE/USAGE. SERVICE 5HUTOFF5 BEFORE BEGINNING DEMOLITION OPERATIONS. (IDENTIFY A I , I TITLE SHEET r' `iTRUGTURES AT THE TIME OF BIDDING OR THEREAFTER THE ALL EXISTING HARDWARE AND DEVIGES SCHEDULED TO REMAIN, OR TO BE - - ONLY EXGEPTION 15 GONDITION OF UNDER -SLAB PLUMBIN6, FOR Icf, D15GREPANGIES BE'iWEEN PORTIONS OF THE GONTR:AGT SALVAGED FOR REUSE). SF I . I ARGH I TEGTURAL..-SITE FLAN WHIGH OWNER WILL ASSUME RESPONSIBILITY. DOGUMENTS ARE NOT INTENDED, THE CONTRACTOR 15 TU SECTION NO. CLARIFY WITH "THE OWNER ANY SUCH DISCREPANCIES PRIOR TO 2. COORDINATE ALL DEMOLITION OPERATIONS NITH OWNER FOR SHUTDOWN 2. DIMEN510N5 TAKE PRECEDENCE OVER DRAI,11N65; DO NOT GOMMENGING WORK. PERIODS AND SEQUENCE OF WORK. PROTEGT FOR SHUTDOWN PERIODS AND SEOTION: 4 SCALE URANINGS TO DETERMINE ANY LOGATIONS. THE 5EGZUENGE OF WORK. PROTECT EXISTING HARDWARE AND DEVIGES TO A2.1 OVF-fPAl !_ EXISTINO FLOOR FLAN ARGHITEGT SHALL BE NOTIFIED IF ANY DISGREPANGY OGGURS 20. ALL ELEGTRIGAL, MEGHANIGAL AND PLUMBING NORK SHALL REMAIN, AND A55URE CONTINUING FACILITY OPET NS IN GENERAL, SHEET NHERE SECTION 15 DRAWN - PRIOR TO GONTINUING WITH WORK. CONFORM TO THE REQUIR.EMEN1-5 OF LOCAL AUTHORITIES A2.2DEMOLITION FLOOR FLAN HAYING JURISDICTION. 3. ALL PLAN DIMENSIONS ARE FROM FAGE OF FIN15H TO FACE OF 3. REMOVE ALL DEMOLISHED MATERIALS NOT 5GHEDULED FOR SALVAGE AND A2 3 DEMOL I TI ON REFLEGTED GE I L I NCG PLAN FINISH, UAO. 21. THE ARGHITEGT AND/OR OWNER WILL REVIEN SHOP DRAWINGS REUSE, OR TH05E TO BECOME PROPERTY OF THE OWNER, LOCAL - -_ AND SAMPLES FOR G0k ORMANGE WITH DESIGN CONCEPT FOR AUTHORITIES, OR UTILITY CO. FROM THE SITE AND DISPOSE OF A2.zr A GI I ITEG-T ORAL FLOOR PLAN 4. ALL GON51-RUGTION SHALL COMPLY WITH THE APPLICABLE THE PROJECT. THE OWNER AND/OR.f\RGHITEGT'S APPROVAL AGGORDANGE WITH LOCAL REGULATIONS. CONFIRM WITH O NER, PROPER BUILPING CODES AND LOCAL RESTRIGTIONS. ALL OF AN 5PEGIFIG I•TE1,1 SHALL NOT NEGE55ARILY INDIGATE AUTHORITIES OR UTILITY GO., ALL ITEMS TO BE SALVAGEQ/,AND RETURNED A2.� SEAT!!`l{_ter F-U�N1 r�l`I I Nil $ INTERIOR FINISH PLAN R CONTAGTORS MUST COMPLY WITH THE GONTRACTOR APPROVAL OF AN.'1.542EMBLY IN WHIGH THE ITEM FUNGTIONS. TO THE APPROPRIATE PARTY. ALL ITEMS TO BE TURNED OVER TO THE � DETAIL NO. ._.__ RE615 TRATION REQUIREMENTS OF ALL GOVERNING OWNER, LOCAL AUTHORITIES OR UTILITY GO. SHALL BE PROTECTED DURING AUTHORITIES. 22. DEGORA !YE MAl ER!!`,LS, WALL HANGINGS, ETC. SHALL BE DEMOLITION AND REMOVAL AND SHALL BE DELIVERED TO THE 4 A2 -CO REFLE/..fTED GE I L, I NCB PLAN 4 S i`ME30L5' ]• E6END NON-FLAMMABLE OR FLAMEPROOF PER STATE FIRE APPROPRIATE PARTY IN AN UNDAMAGED CONDITION. DETAIL: 5. THE GONTRAGTOR SHALL REPORT ToTHE OWNER ANY ERRORS, MARSHALL REQUIREMENTS. \ `~-51-IEET WHERE DETAIL 15 DRAWN _ INGON515TENGIES, OR OM15510N5 HE MAY DISCOVER., THE � cc 4. CONTRACTOR SHALL PROVIDE A SGHEDULE OF ITEMS TO BE SALVAGED TO ` J AREA TO BE DETAILED A3. I INTERIOR FINISH SCHEDULES I$ SPEC IF I GAT I ONS GONTRAGTOR 15 RESPONSIBLE FOR CORRECTING ANY ERROR-"5 23. MINIMUM FLAME SPREAD GLA551FIGA"LION OF INTERIOR FINISH THE OWNER, LOCAL AUTHORITIES OR UTILITY CO. AS REQUIRED. OR ENLARGED - - AFTER THE START OF CONSTRUCTION WHIGH HAVE NOT BEEN SHALL CONFORM TO THE BUILDING GODE AS STATED ON A5.2 BAGK E3AR $ INTERIOR ELEVATIONS BROUGI-IT TO THE ATTENTION OF THE OWNER. THE MEANS OF COVER SHEET, AND LOCAL GOVERNING BUILDING GODES AND 5. ALL ITEMS 5GHEDULED TO BE SALVAGED FOR REUSE SHALL BE REMOVED - GORREGTING AN'( ERROR SHALL FIRST BE APPROVED BY THE ORDINANCES. WITH GARE, STORED AND PROTECTED FROM DAMAGED UNTIL SALVAGED A3.3 INTERIOR SEGTI ON S $ DETAILS OWNER, ITEMS ARE INCORPORATED IN THE NEW WORK. IT SHALL BE THE 24. GYPSUM WALL BOARD AND 5U5PENDED GEILIN6 SYSTEMS GONTRAGTOR'S RESPONSIBILIT( TO REPLACE AND/OR RESTORE ANY ITEMS A5.4 INTERIOR SECTIONS $ DETAILS 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE SHALL CONFORM TO THE BUILDING CODE AND LOCAL 5GHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE- GONTRAGTOR, ALL OTHER PERMITS SHALL BE SECURED 4 PAID GOVERNING CODES AND ORDINANCES. COURSE OF GONTRAGT OPERATIONS, THE OWNER SHALL DETERMINE THE ELEVATION NO. A53 INTERIOR SECTIONS 4 DETAILS FOR IBY THE SUBGONTRAGTOR DIRECTLY RESPONSIBLE, ALL SUITABILITY OF THESE SALVAGED ITEMS FOR REUSE IN THE NORK, ----- REQUIRED) CITY, COUNTY AND/OR STATE LICENSES SHALL BE 25. ALL OLA55 AND GLAZING SHALL GOMPLY WITH CHAPTER, 54 � i � ACQUIRED AND PAID FOR BY THE INDIVIDUAL GENERAL OF THE U.S. CONSUMER PRODUCT SAFER' GOMMI5510N SAFETY <] A42 AS.�O I1�TTE �,OR SECTIONS DETAILS GONTRAGTOR OR SUBGONTRAGTOR. STANDARDS FOR ARGHITEG- ORAL GLAZING MATERIALS (42 FR 6. REUSE OF SALVAGED MATERIALS, NOT SPEGIFIGALLY SCHEDULED WILL BE ELEVATION: 1428: #I6 GFR PART 1201). AT THE SOLE DISCRETION OF THE OWNER. IN No CASE SHALL SALVAGED SHEET WHERE ELEVATION 15 DRAWN 7. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO MATERIALS BE INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR REQUIREMENTS OF STATE AND LOCAL CODES AND REGULATIONS. A4.1 BU I LD I NCB ELEVATIONS DEMOLITION NOT AND TO PROTEGT THEM FROM DAMAGE, THE 26. PIPES AND DUGTS EXGEEDIN6 ONE THIRD THE SLAB OR ;,JALL GONTR.AG"TOR SHALL BEAR ALL EXPENSE OF REPAIR OR THICKNESS 5HALL NOT BE PLACED IN STRUCTURAL GONGRETE -f" DEMOLITION PLANS SHALL BE GOOP.pINATED WITH DRAWINGS FOR NEW A4,2 BUILDINC3 ELEVATIONS EXTERIOR FINISH SGNEDULES REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED UNLE55 SPECIALLY DETAILED SEE MEGHANIGAL_ AND/OR A4,�J UILDINC� ELEVATIONS EXTERIOR FINISH SCHEDULES BY OPERATIONS IN CONJUNCTION NITH THE EXECUTION OF ELEGTRIGAL DRAWING5 FOR cN LOCATION OF SLEEVES, CONSTRUCTION (I"TE FIG ELEVATIONS, DETAILS, ETC,.) SO THAT THE EXACT ACCESSORIES ETG• BOUNDARIES OF �PEG1FIG DEMOLITION MAY BE DETERMINED. woRK. - �-�------ - b. THE GONTRAGTOR SHALL VERIFY LOGATIONS OF ALL FOOD 2-1. GENERAL GONTRAGTOR 15TO A55URE THAT No REBAR OR 8, IT IS NOT THE INTENT TO SHOW EVERY PART OR DOOR MARK: TYPE ITEM TO BE REMOVED IN A5.I UPPER ATRIUM PLAN $ EXTERIOR COLUMN DETAILS SERVICE AND BAR EQUIPMENT AND COORDINATE LOCATION REINFORGEMENT 15 PRESENT PRIOR TO GORE DRILLING OP, DEMOLITION WORK. MEGHANIGAL, ELEGTRIGAL AND OTHER NORK RELATED _ OF FLOOR SINKS, FLOOR DPAINS, SLOPES/SLAB DEPRESSIONS PLAGING BOLTS OR, ANY OTHER ITEM N-IGH GOULD DISTURB TD A NALL, OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL AJ' ,2 ATRIUM :SECTIONS $ DETAILS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUBOUTS, THE STRUCTURAL SLAB. BE PERFORMED WHETHER So NOTED OR NOT. PROTECT ALL ITEMS INTENDED AND ALL OTHER WORK UNDER THIS SGOPE OF RESPONSIBILITY FOR SALVAGE AND REUSE, OR 5GHEDULED TO REMAIN, WHERE EXISTING RELAX rEU TO THIS EQUIPMENT. WALL SUBSTRATES ARE TO BE REMOVED, ALL RELATED MEGHANIGAL, 2e5. ALL BIDDING AND CONSTRUCTION SHALL BE ADMINISTERED BY ELEGTRIGAL, ALARM, PHONE P.O.S., SECURITY, CONTROLS, EXIT SIGNS, BAR SERVICEcf. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING DARDEN RESTAURANTS. ARCHITECT AND/OR CONSULTANT OUTLETS, ETC. SHALL BE PROTECTED AND WHERE REQUIRED BE REMOVED GOMPLETE SECURITY COMPATIBLE NITH RESTAURANTS SHOULD NOT BE CONTACTED DIREGTLY. AND RE -INSTALLED TO FIT FLUSH NITH NEW WALL FINISH, WHERE EXISTING WIN OW MARK: �c TYPE STANDARDS, OF THE .JOB SITE NHILE WORK IS IN PROGRE55 MEGHANIGAL, ELEGTRIGAL OR PLUM5IN6 ITEMS ARE RUN EXP05ED ON WALL AND UNTIL THE PROJECT 15 COMPLETED. c c c c c SURFACE CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED TO 2 { FOR. CONSTRUCTION DETAILS NOT SHOWN, USE THE CONCEAL THE ITEMS, � E31.1 BAR EOU I FMENT ELEGTRI GAL � FLUME31 NC-v PLANS MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP -' 10. ALL DEDR15 SHALL BE REMOVED FROM PREMISES AND AREA DRAWING5/DATA SHEETS IN ACCORDANCE WITH THE PROJECT OF GONSTRUGTION SHALL BE LEFT- IN A "BROOM" GLEAN SPEGIFIGATIOR . ci. F'ATGH/REPAIR/REFINISH ALL SURFACES EXPOSED BY DEMOLITION WORK TO GONDITION AT ALL TIMES, AREAS NOT UNDER TOTAL MATCH AND ALIGN WITH EXISTING ADJAGENT SURFACES SCHEDULED TO STRUCTURAL GONSTRUGTION SHALL BE THOROUGHLY GLEAN AND FREE OF U. G.G. To CLEAR ROOF OF ALL GONSTRUGT!ON DEBRIS. C>UP_ING REMAIN, AND PREPARE TO RECEIVE NEE FINISHES AS 5PEGIFIED. WORK 3 = REVISION NUMBER GON5TRUGTION DUST EACH DAY. THIS IS TYPIGALLY THE DINING AND AT GOMPLETTION OF THE PROJECT, PRIOR To FINAL SHALL INCLUDE ALL LABOR AND MATERIALS REQUIRED TO RENDER ROOM. INSPEGTIUNS AND RELEASE OF GERTIFIGATE OF OGGUPANG-(. SUBSTRATES AGGEPTABLE TO RECEIVE NEN FINISHES AS 5PEGIFIED, IN REVISIONS: REVISED AREA CLOUDED II. GON"iRAGTUR SHALL "TAKE ALL NECESSARY PRECAUTIONS TO AGGORDANGE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. 51.1 STRUCTURAL FOUNDATION $ FRAMING FLANS ENSURE THE SAFETY OF THE OGGUPANTS AND WORKERS AT 51• INSTALLATION OF ALL OWNER SUPPLIED ITEMS 15 BY GENERAL 1 f ALL TIMES. CONTRACTOR UNLESS OTHERNISE 5PEGIFIED. 10. NHEN HALLS, COLUMNS, OR OTHER SUPPORTING AND/OR BRACING ELEMENTS 52.1 JTF.�✓�TURAL. FOUNDATION DETAILS SFEC I F I GAT I ONS ARE 5GHEDULED FOR DEMOLITION, TEMP, STRUGTURAL SUPPORTS AND BRAGING FOR THE ADJACENT GONSTRUGTION SHALL BE PROVIDED AND S�, I Si R UGTURAL ERAMI NC-� DETAILS 12. GONTPAGTOR SHALL GOORDINA'TE ALL SUB-CONTR'f\GTOP.S 32. AN AUPOMA"PIG FIFE SPF INKLER SYSTEM GURRENTL.Y EXISTS' MAINTAINED UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PLACE THAT ARE UNDER DIRECT GONTRAGT WITH DARDEN FOP THIS BUILDING; SPRINKLER HEADS„ARE TO !',E ADJUSTED, AND ABLE TO 5UPPOR"r IMPOSED LOADS. RESTAURANTS, ING. TF115 INCLUDES COORDINATION, RELOCATED AND/.UR ADDED AS REG2UIREU F=OP• RIE EXISTING 5GHEDULIN6 AND MONIT-ORING. THESE GONTRAGTORS ARE, SPRINKLER SYSTEM MEETS ANQ. MA INTAINS`GCUNFORMANGE TO BUT ARE NOT LIMITED To: IBM, ADT, AEI, COKE AND PERLICK. AP'(?LIGABLE NFPA„MU LOGAL.GOUI= REQUI EMEND II. TERMINATE, GAP AND REMOVE ALL ABANDONED ELEGTRIGAL CONDUIT, GERTIFIED F,IRE,SFRINKLER •GONTRAGI-CJf SHALL'-5UI3MI f 51(OR' WIRING BOXES, SNITGHES, ETC.; PLUMBING AND PIPING, FIXTURE5, ETC., r DRAHIN651F NiEGE55ARY;AN(7.'5EGURE;ALL:APE'Ro,/ALS A5 HVAG DUCTWORK, GONTROLS, PIPING, ETC., A5 REQUIRED CONCEALED IN 15. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL REQUIRED. NOTE '';GONTRAGTOR 5HALL 'so6miT PERMIT WALLS OR UNDER SLAB. - NOT E3E USED BY WORKMEN. ALL GO%TRUCTION 5ET5 SHALL APPLIGATION TO FIRE [jEPT.`FOR SPRINKLER SYSTEM REFLEOT SAME INFORMATION. THE GONTRACTOR SHALL AL50 DEMOLITION PRIOR TO ANY NORK STARTING. 12. ALL MIRRORS, LIGHT FIXTURES, WALL 51GN5, HALL HANGINGS, ETC., MAINTAIN, IN GOOD GONDITION, ONE COMPLETE SET OF PLANS GONNEGT-ED TO, OR SUSPENDED FROM, AREAS TO BE DEMOLISHED SHALL NITH ALL REVISIONS, ADDENDUMS AND GHANGE ORDERS, ON BE CAREFULLY REMOVED AND STORED UNTIL THE END OF THE PROJEGT THE PREMISES AT ALL TIMES, THESE ARE To BE KEPT UNDER THEN TURNED OVER TO THE OWNER, UNLESS 5GHEDULED OTHERNISE. THE CARE OF THE JOB SUPERINTENDENT. O Acc P7"pLAN.S Ar�E ' �Ull-JI(fC, �Epr. 13, TH15 CONTRACTOR SHALL VERIFY THAT THE APPROPRIATE: OWNERS =a_F kEvl _ 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, SUBGONTRAGTOR 15 AVAILABLE BEFORE DEMOLITION TAKES PLACE IN rHE .�� UEp .1-0 F3 III very ��,�=oNC)I- UNLOADING, UNGRATING, INSTALLATION AND HOOK-UP OF ALL AREAS HAYING ADT, AEI, SODA $BEER SERVICE. �ANrJ�RK AND � q C IC -;r�;r. ls' .tjEU •`riO AI -la F 00D SERVIGE AND BAR EQUIPMENT AND OTHER OWNER "I4 ,- _ : ` pr�oo> Erg 'S�OvIONS HF' T!'r, " �vK!(0� VICE W17FI FURNISHED ITEMS. 1:7s0 ot`r sEr ,. _ LAr� 15. THE GENERAL GONTRAGTOR 5HALL BE RESPONSIBLE FUR. AND - - ors o- or CRI T f-0EA -l-F, t r`r Nr "' Nok �HAII SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR -- rr+ I�,-p nr "-7- A INFERIOR MATERIALS OR WORKMANSHIP WHIGH SHALL APPEAR 2,oRrrt,,.. WITHIN ONE (1) YEAR OR AS oTHERWISE 5PEGIFIED FOR A -. SPEC I FIG COMPONENT AFTER THE COMPLETION AND AGGEPTANGE OF THE WORK UNDER THIS GONTRAGT. 16. GENERAL GONTRAGTOR SHALL PROVIDE BLOCKING AS REGUIRED FOR MOUNTING OF BOOTH TABLES, NALL MOUNTED SHELVES, AND GABINETS, BAR EQUIPMENT AND PARTITION BRACES, PROVIDE SHOP DRAWING5 FOR ALL MILLWORK CABINETS FOR APPROVAL BY OWNER. 11. SILICONE CAULK SHALL BE USED AT THE FOLLOWING - - LOCATIONS: I. BOOTH TABLE SPLASH AND WALL GONNECTION -- 2, METAL DOOR -CLEAR 3. WINDOW FRAMES, SILLS AND JAMBS-GLEAR 4. GONUUIT AND PIPE PENETRATIONS AT NALLS, FLOORS, AND GEILINGS-GLEAR 5• JUNCTION OF MILLWORK (GABINETS, 51-IELVE5, BOOTI.15)-GLEAR 6. STAINLESS STEEL TO WALLS-GLEAR 1• ALL UNLIKE SURFACES-GLEAR 8• BETWEEN TILE BACKER BOARD AND GONG. SLAB.-GLEAR `�• STAINLESS STEEL TO 5TAINLE55 STEEL -SILVER PERMI.. k 9 NF copla m y By Re v,'pew ,e,4 JAN o 3 z003 57tm" REC��i DEC o �'% DESIGN THREE ASSOCIATES 815 � ORIENTA AVE SUITE 1050 AL,` .' MONTE SPRINGS, FL :32701 (407) 834.2444 AAP00045Z PROJECT: I NO:02t�25 NEW BAR RETROFIT REMODEL., STOKE NO. 848 SANFORD, FL ISSUE: DATE: FOR GONSTRUG f ION: 11-22-02 COPYRIGH( Q)° 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT Y RIrTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: ,A 1 • 1 N OOD 00' 00" E G O CU CO Lf mi 0 CV CU 0 c LL_ �r a Lo CV Q Cu CD / cq �r I -p L 4- C (D C!) LU t-- cn m 0 J O LLI _N U U .q L a_ r F-{ J ZD Cl �- Lu cr w cn / / 45.24' FAD. I b2.15' ARG 55.20' 5 P� CD 461 4011 N GHORD 5 b6D 41' 11" E FAD. 1-155.0q' ------------ o- -- --- _ _ AR G GHORD 5 7qD 12' 25" ERED. 255.g2' ARG 41.14' CHORD 5 T2D 5T 12" E 5 ARG I I cf .5G' j GHORD 5 -�qD OP ' Ob" E 125.211' 5 bqD 55' Ob" N S 1 TE FI O-1 PARKING STALL GOUNT. PARKING TOTALS: 5TANDARD STALLS Ibb AGGES5IBLE STANDARD 5TALL5 5 VAN AGGESSIBLE STALLS 0 Iql TOTAL KF-'i' NOTES E5 R AD . 40.0' ARG 53.8 1' GHORD 5 51D 0-1' 2P " W LE(3AL 17ESGR1 PTION TR.AGT 25 AND 26, SEMINOLE GOUNrY TONNE GENCER REPLAT' NO. 2, AS REGORDED IN PLAT BOOK 4q, PAGES 2-T-2q OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ID EXISTING ASPHALT PARKING LOT. 0 EXISTING PARKING 5PAGES, TYPIGAL. NEW GOLUMN5/PILASTERS, TYP. SEE ARGHITEGTURAL DRAWINGS. EXISTING DUMPSTER ENGL05URE, PAINT PER EXTERIOR COLOR SCHEDULE ON SHEET A4.2. 5 EXISTING LANDSGAPED AREA. (, EXI S LING GONGRETE SIDEWALK. REMOVE EXISTING PEELER LOGS # PLANKS. ® CONTROL JOINT5 AT NEW SIDEWALK, -IYPIGAL. `J EXISTING FIRE LANE. IO EXISTING TRANSFORMER, (II NEW GONGRETE SIDENALK POURED FLUSH WITH EXISTING 51DENALK. i 55.Iq' 552D 18'21"E 12 NOT USED. 13 EXI5-rING HANDIGAP AGGE55BLE PARKING STALLS. 14 EXISTING 5,-O" WIDE AGGE551BLE AISLE W/ DIAGONAL STRIPING. 15 EXI5-I"INr, AGGE551BLE PARKING SIGN - TYP. 0415' N 8q D 42' I 1' E Ig0.02' 5 8qD 42' 18" E - ---- -- ------- --------------o- \"y I I r r aC./ALC: I" = fwi mwvA0 r 5 OOD ► T 42 " E i r r i TOME SENT R BL\/D . DESIGN THREE ASSOCIATES 815 I ORIENTAL "E. SUITE 1050 AL,TAMONTE SPRINGS, FL 82701 (407) 894,2444 An10004 W, PROJECT: --_NO: 02025 NEW BAR RETROFIT 8c REMODEL, STOtZI- NO. 848 SANFORD, FL ISSUE: DATE: FOP. GON5 LRUGTION: 11- 22-02 COPYRIGH Ql 2002 - DESIGN THREE ASSOCAIES RESERVES ALL RIGHTS FOR WHICH '171ESE DOCUMENTS WERE ORIGINALLY CREAIEU, EVOLVED AND UEVELOPEP. REPRODUCTIONS. CHANGES OR ASSIGNMENIS ARE PROMORED WFIHOUF ti,MIFIEN PERMISSION FROM UESIGN THREE ASSOCAIES. SHEET: sp I m 1. i FF —01 � II�II II � II II III II II �I� ` FT - ��it' — _ r - If_— TF - - l� � II_--•IF--7I10, - - D -I I I II II II II II II II II ii II II it II Cu CJ v -=r 0 a �r • Cry Cu CU i o L W •`o CU <x u C7 CU C7 cry V W 'O L O (O V) cr W F-- C!) m O J CD ua Is I fr) .N V V L m I I v m G-1 �� ► LI CC- -cJ T-8 I Cii (JJ�(� ►- - - - III UL DINING ROOM (10 5EA*r5) II T-b „cqJ � II III F ((I DDD � ID a � II � IID I_-�I-Till rr 171 1 TTI r,l; I TI IT71711j]"rl rn T M r, I Ti FI T TT 1�1TI r) I I_I-I F, -I . I k L1Ji U L L _IF I I I I Iplllllllllillillllllllll i�lfllplilllllllllll IIIIII { Ilgjill! /i/�.�y����, Iilllllllllllllllglllllll I{I Illllllillll�llliplllll 'I I +�� �//��`%�i�, I I I IIII�IIIIIIII�IIIIIIIII�II ICI Illl�lllllll�rllllllll�!I 'II IIIIgIIID ' ,// `���/� i Ipllllllllllllllplllltll I{I Illllllllllllllllglllll II IIIg1�, />/� l --_ I dill III _ 11 1 1 1 I �J CD ti c-4 IN <CQ 1) i . C51 6-4 -------- DINING ROOM 3 I - -_ - --_Ike _ D G4 (4(b 5EA"175) T-4 =T4=DE --! G-3 T-(9 I { I D z4= CC DD CE 1) CO -ID co , ID C "I - DD IL CNI -g> __j D KITCHEN AREA 0 MEN D a" ��- CORRIDOR - 6 FT-BEr1Gt+ - z 6 00AFF-E-L. r Tn z Q LOBBY G-I - G 2G T-II G-ZG Gr2G oil G-2G G-2G T-I I - I-6 TITFITMI-I 1 I- M [Tr I-r-r TT I r i TTI .� F/ 111_I_ _ i -/ /T - - Mill IIIIII LI �' ITILOUNGE (15 5EATS) � ® I i L7- - - I I I I I I I 1111 1 1 1 1 1 1 1 1 1 I 1 1 1111 L11L OAR VAA -----_ Sod X\'\\\��� . \v \\\ X. DINING ROOM (50 5EA-r5) �I EE T-15 - coo DINING ROOM 2 D= (a6 SEATS) C DD CC] ID C9 D C9 q> D 1 I 11 II II II I� ii ii I 1 II II II II II II 11 1 I II II II II II II II I I Ib=IL=_u_=_IL=-1L___u►—_—_�I---�—_�I =-u LL EX 151 TNCa FLOOR PLAN KE1° NOTES D EXISTING MU51G 5Y5TEM, D EXISTING 50PA 5Y5TEM, D EXI5TING APT PANEL. U EXISTING BEER KEG 5TORAGE. D EXISTING DIMMER PANEL. 0 1NOMEN -____- -- ------ n II IIIIII ---� �---------J III II II III II II III II IIIIII I II II III I J II 1 I II II III ENTRY I �______ II � � I I II II I�III II II III Z_ 0APR.EL x I I I l t II II III I, III 1=--=--==-I III I _r II II IIIII r 6 FT -BENCH G-5 T-4 G-4 G-4 _- T-4 G-4 G-4 'r-4 f G-4 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 AL.T�-yAMONTE SPRINGS, FL 52701 (467) SS42444 AAF000402 PROJECT: : 020,25 NEW BAR RETROFIT & REMODEL STORE NO, 848 SANFORD, FL ISSUE: DATE: Fof, DONS rRUGTION:_--_ __-- 11-22-02 COPYRIGHT V 2002 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOIj WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND UEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIBITED Wff0ouT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SIHEET: A291 rT----TT------IT-------[T--n------n--- r T I L__-LL______IL_____-JL------LI_-____11___J I I ----- II I 1-_. I I I I II LL II II II I I II II II II II I I I I II II `� II II I I I I II II II �� II II I I I I II II II ���_ II II I I I I II II II �I II I I Gl "O CU I CU L0 CU CU cU 0 i U CC) v ca I -o L CJ �c cD i I� w F- cn CD CD 0 Lu I i .0 u u �o L CL I i u r-i _Ct _ Q i L CD c- w i � � 2 �bARREX� I II II II I I h\ II II II I I I II Tr II I------LI. ----LL 11----� I -----_-----------------------------nr r-- --------------/- - - _--------` y�711 I t � l I III I I I I I III I II II III i II II III I I I I I III I I I I I III I =====:I Fnll 1 I I I I III I I I I I III I II II III I it II III I I I I I III i I I I I 111 I I I I I III I 13q � it ii III -------------I hill I I I III I � I I III I L ------ I G---------- -- - - - I 4 -III 1 ---_—�� - -----, , ---------------I r-In I I � II II III I I CCG � I I I I III i � II it III I J L___ _______-----r I �n r---------------I r In 1 1 1 III I r-I' �I III I __..__-----____-I I_-------------- J L�II I --_ _----------I ---------- ----� r I II I II II III I I I I I III I II II III I ----------------------------IIIII II II III I II II III I II II III I II II III I I I I I III I it II III I II II III I I I i t III I I I I I III I II II III I I I I I III I II II III I LJ11 1 I I I I III I II II III I II II III I I I I I III I II II III I 1 1 III I -------------- -------------------- L.111 1 �I I I I I I I I I I I I I II 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 � 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 I I I I I I I I I I I I -/ 11 E M 0 L T1 ON LAN SCALE: I/4"= I'-O" -L)P PLAN NORM 6ENERAL NOTES A. G.G. TO REMOVE ALL EXISTING NAUTICAL ITEMS SUCH AS: ROPE PULLEYS, LOBSTER, -TRAPS, GRAINS, HURRICANE SHUTTERS, GRAB TRAPS, WOOD BARRELS, PADDLES, ETC,, B. G.G. TO REMOVE ALL EXISTING WALL SCONCE SHADES, T-rPIGAL, DEMOLITION FLAN KE"r NOTES REMOVE PORTION OF EXISTING CONCRETE WALKWAY. SEE SPI.I FOR NEW SITE WORK. IN THI5 AREA. 0 REMOVE EXISTING FURNITURE (SHOWN IN DASHED LINES) AND RETAIN PER OWNER'S DIRECTION FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS, TYP. SEE SEATING PLAN FOR NEW LAYOUT. l5) REMOVE- AND SALVAGE EXISTING GOMMUNIGATION EQUIPMENT FROM HOSTESS STATION FOR P0551BLE REUSE. G.G. TO REMOVE "SEAFOOD MERCHANT" GRAPHIC FROM WINDOW. REMOVE EXISTING LOBSTER TANK. ' 5ALVAGE OR DISCARD PER OWNERS DIRECTION, REMOVE EXI5TIN6 DECORATIVE -TIN ROOF, ROOF FRAMING, ff PEELER LOG POSTS. O REMOVE ENTIRE EXISTING NON -LOAD BEARING PARTITION WALL. (SHOWN DASHED). SALVAGE ALL FINISH MATERIALS FOR POSSIBLE REINSTALLATION. ® REMOVE EXISTING DECORATIVE TIN ROOF. EXISTING RAFTER FRAMING AND SUPPORT 5EAM5 TO REMAIN. SEE FOLLOWING PLANS. O EXISTING CANOPY ROOF, SUPPORT BEAMS, AND COLUMNS TO BE REMOVED. PATCH/ REPAIR SIDING AS NEEDED, SEE BUILDING ELEVATIONS. ID EXISTING BOAT, OVERHEAD FRAMING $ SUPPORT STRUCTURE TO BE REMOVED. II REMOVE EXI5TIN6 BAR DIE, BAR TOP, BAR EQUIPMENT, 6LA55RAGK, MILLWORK 5HELVIN0- $ OVERHEAD CABINETS, TYP. SALVA6E BAR EQUIPMEN-r FOR RELOCATION PER OWNER'S DIRECTION. SEE FOLLOWING PLANS. I2 REMOVE EXISTING P.0.5. STATION. NOTE: P.O.S. SYSTEM � A55OGIATED EQUIPMENT SHALL REMAIN OPERATIONAL � USABLE DURING GONSFR.UGTION. REROUTE 5 r5TEM WIRING GONDUIT AS REQUIRED. GOORD. REQUIREMENTS W/ ONNER AND OWNER'S P.O.S. SYSTEM VENDOR. 13 REMOVE ENTIRE BOOKGA5E UNIT. SEE FOLLOWING PLANS. I� REMOVE PORTION OF EXISTING NON -LOAD BEARING PARTITION WALL, 5ALVA6E ALL FIN15H MATERIALS FOR POSSIBLE REINSTALLATION. SEE FOLLOWIN6 PLANS. IS REMOVE EXISTING QUARRY TILE FLOORING AND PREPARE SURFACE FOR NEW FLOOR FINISH. I6 REMOVE EXI5TIN6 EXTERIOR "HURRICANE 5HUTTERS". PATCH AND REPAIR 51PING AS REQUIRED. IT REMOVE EXISTING WALL SCONCE LIGHT FIXTURE, SALVAGE FOR POSSIBLE REUSE. PATGH/REPAIR WALL FINISHES AS REQUIRED. 18 REMOVE EXISTING HEADER/SOFFIT ABOVE. 19 REMOVE EXISTING GARRET IN THI5 AREA AND PREPARE FLOOR SURFACE FOR INSTALLATION OF NEW FLOOR FINISH. SEE FOLLOWING PLANS. REMOVE UPPER PORTION OF EXISTING NON -LOAD BEARING PARTITION, SALVAGE ALL FINISH MATERIALS FOR POSSIBLE REINSTALLATION. LOWER PORTION TO BE RETAINED AS PART OF NEW GAPPED LOW WALL AS INDICATED ON THE FOLLOWING PLANS. 21 REMOVE EXISTING PEELER LO6 POST, PLANK WALL, AND LEDGE. 22 RI=MOVE EXISTING INTERIOR (FRENCH) DOOR � HARDWARE. SALVAGE OR DISCARD PER ONNER'5 DIRECTION. 23 REMOVE EXISTING PLANK NALL. 24 GUT DONN EXISTING PEELER F05TS TO SAME HEIGHT AS AD_JAGENT k%",LL. REMOVE HAN6ING FISH AND DECORATIVE BEAMS ABOVE. 25 EXISTING DIMMER PANEL TO BE RELOCATED. SEE FOLLOWING PLANS. 26 PROVIDE NICHE FOR NEN SLUSH MACHINE. SEE DETAILS ON SHEET A5.5, 27 REMOVE EXISTING H05TE55 STATION, SALVAGE FOR RELOCATION. 2b REMOVE EXISTING BARREL RACK $ SUPPORTS. SALVAGE OR DISCARD PER OWNER'S DIRECTION. 0 EXISTING FLOOR DRAINS / FLOOR SINKS TO BE GAPPED AND SEALED FLUSH AT FLOOR TO ALLOW FOR NEW FLOOR FINISH. SEE BAR PLANS ON SHEET BI.I FOR ADDITIONAL PLUMBING INFORMATION. �J REMOVE DECOR, SHELVES, AND PLEXIGLASS AT B00KGA5E UNIT. SEE FOLLOWING PLANS. 31 EXISTING DRINK RAIL TO BE REMOVED. SALVAGE OR DISCARD PER OWNER'S DIRECTION. 32 EXISTING BEER TAP TO BE REMOVED. SALVAGE OR DISCARD PER OWNERS REQUE5T. 33 GUT PLANKS OFF FLUSH W/ BEAM ABOVE. EXISTING D)"GK � 5-1-RUGTURE TO REMAIN. Q REMOVE EXISTING LOW NALL, SALVAGE ALL FINISH MATERIALS FOR POSSIBLE REINSTALLATION. 35 REMOVE EXI5TIN6 WINDOW AND A550CIA-FED HARDWARE. SALVAGE OR DISCARD PER ONNER'5 DIRECTION. 36 EXISTING THERMOSTAT TO BE RELOCATED. SEE FOLLOWING PLANS. 1;33D EXISTING CARPETING TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTIN6. 3S REMOVE EXISTING FISH DECOR, SALVAGE PER OVINER'S DIRECTION. 3q REMOVE EXISTING EXTERIOR DOOR 4 HARDWARE. SALVAGE OR 015GARD PER ONNER'5 DIRECTION. !rSIGN THREE ASSOCIATES 815 ORIENTA "E. SUITE 1050 AL`i'AMONTE SPRINGS, FL 32701 (40I7) 854,2444 AAPOWAUZ PROJECT: NO:02025 Ilh�t Dofio'vta I NEW BAR RETROFIT & REMODEL, STORE NO.848 S,�NFORD, FL ISSUE: DATE: 7— FOP, GONS'rRUG'IOM: �— 11-22-02 COPYIiIGHr p 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH 'IIIESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCHONS, CHANCES OR ASSICNMENIS ARE PROHIGITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SIIIEET: A2*2 , , , , cv G V co (r) CY7 r-� LC) a U7 'U crT I c\.l • -c LC) w a 0i r> CT U co �r m I •G L G �E.. c ro cn / Tr F_ cn ca a 0 Lu I i u) _,_, _w G L I U _n ca. L L w u) c§\i .1, I � Q) r L —__ /� 13 II II �6 �6 10'-0" A.F.F. 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SHOWN DASHED AND WITH AN "R" DESIGNATION ARE TO BE REMOVED, SALVAGED, AND POSSIBLY RELOCATED AS INDICATED ON THE FOLLOWING PLANS, TYP. EXI5TING GEILING TILE IN THIS AREA TO BE REMOVED 4 SALVAGED FOR POSSIBLE RELOGATION TO OTHER AREAS. EXISTING GRID TO BE REMOVED. PROTEG'r AND 5UPPORT REMAINING EXI5TING LIGHT FIXTURES AND GEILING MOUNTED EQUIPMENT. IN5-1-ALL NEW GEILING TILE AS 5PEGIFIED ON THE FOLLOWING PLANS. O REMOVE EXI5TING HEADER/SOFFIT. 5 EXISTING DECORATIVE WOOD TRUSS TO BE REMOVED. 0 GEILING 15 INTENTIONALLY NOT 5HOWN IN THESE AREAS - LEAVE AS EXI5TING. 0 REMOVE ENTIRE EXISTING NON -LOAD BEARING PARTITION WALL. ® REMOVE PORTION EXI5TING DECORATIVE FIR TRIM. EX15TING GEILING TO REMAIN A5 15. PATGI-I/ REPAIR GEILING A5 REOUIRED. 1U REMOVE EXI5TING T.V. 4 SHELF. SALVAGE 4 RELOGATE T.V. AS INDIGATED ON 1-HE FOLLOWING PLANS. 0 O i - - - - - - - -- 18 �r I, JI REMOVE EXI5TING BAGK BAR 5HELVING AND A550GIATED LIGHTING. 12 REMOVE EXI5TING SOFFIT, LIGHT FIXTURES, AND GEILING MOUNTED EQUIPMENT, SEE FOLLOWING PLANS. 15 REMOVE EXI5TING EXTERIOR LIGHTING. PATGH/REPAIR EXTERIOR WALL SURFAGES AS REGUIRED TO MATGH EXISTING. 14 EXISTING CANOPY ROOF, 5UPPORT BEAMS, LIGHT FIXTURES, AND GOLUMN5 TO BE REMOVED. SALVAGE OR DISGARD PER OWNERS DIRECTION. 5EE BUILDING ELEVATIONS. 15 REMOVE EXI5TIN6 WINDOW AND A550GIATED HARDWARE, SALVAGE OR 015GARD PER OWNER'S DIREGTION5. 16 REMOVE EXISTING B00K SHELVES 4 HEADER/SOFFIT. PATGH/ REPAIR WALL GAP AS REQUIRED. SEE FOLLOWING PLANS. IT EXI5TING DEGORATIVE WOOD BEAM TO BE REMOVED. 18 REMOVE EXISTING "HURRICANE SHUTTERS", TYP. 14 EXISTING WOOD GEILING TO BE REMOVED 4 SALVAGED FOR POSSIBLE REUSE. PROTEGT 4 SUPPORT REMAINING GEILING MOUNTED EQUIPMENT. IN5TALL NEW GEILING A5 5PEGIFIED ON THE FOLLOWING PLANS. ZU PORTION OF EXI5TING 1^IOOD GEILING TO BE TRIMMED/ REMOVED 4 5ALVAGED FOR POSSIBLE REUSE. PROTECT if SUPPORT REMAINING GEILING MOUNTED EQUIPMENT. INSTALL NEW GEILING A5 5PEGIFIED ON THE FOLLOWING PLANS. it I I I ii i J ! rU� I I I II II f rIA, 1 I 14 II I I I I II II ) II II I I I I' II II II II II I i I F -'r-----rl-------Ti----- r_-- 1------FT------ IT- ---- �I I 18 Ll------ al— ----- II-----—u------LL-----.JL_— ----IJ 21 REMOVE PORTION OF EXI S rING NON -LOAD BEARING PARTITION WALL. SALVAGE ALL FINISH MATERIALS FOR P055115LE REINSTALLATION. SEE FOLLOWING PLANS. O REMOVE EXI5TING DECORATIVE TIN ROOF. EXI5TING RAFTER FRAMING $ SUPPORTS TO REMAIN. SEE FOLLOWING PLANS. REMOVE EXI5'1-1116 DEGOP.ATIVE TIN ROOF, ROOF FRAMING, � PEELER LOG POSTS. 2 GUT OFF PLANKS FLUSH WITH BEAM. EXISTING I?EGK 4 STRUGTURE TO REMAIN. 25 REMOVE EXISTING BARREL RAGK & SUPPORTS. 26 REMOVE UPPER PORTION OF EXI5TIN6 NON -LOAD BEARING PARTITION, SALVAGE ALL FINISH MATERIALS FOR POSSIBLE REINSTALLATION. LOWER. PORTION TO BE RETAINED AS PART OF NEW GAPPED LOW WALL AS INDIGATED ON THE FOLLOWING PLANS. 27 EXI5TING BOAT, OVERHEAD FRAMING, 4 SUPPORT 5URUGTURE TO BE REMOVED. DESIGN THREE ASSOCIATES 815 ORIENTA ACE. SUITE 1050 - .Ai '°f'AMONTE SPRINGS, FL. 32701 (407) 854-2444 AAP0004132 PROJECT: NO: 02025 JR t b 1 (0 bc-31 �JT I NEW1 BAR RETROFIT & REMODEL STORE NO, 848 SANFORD, F'L, ISSUE: DATE: FOR GONSTRUGTIOIV: II-22-02 COPYRIGHT .itJ 2002 - DESIGN THREE ASSOCWTES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENI5 ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: IT: A 4*20 q 3 v cu C� U CV LC) cY LC) nj CD ,v �l 0) S 'O -r 1 cv N CJ CU 0 / U / co co I .c 0 4- c ro cr) / LIJ I— cn O CD w cc I i rr) _JJ u 0) O c T1 I ti / v .r CD. / G.l c UU ARCH I I E G T U R A L FL CLAN L SCALE: 1/4"=I'-O" OENERAL. NOTES A. G.G TO INSTALL NEW OWNER - SUPPLIED DECOR ITEMS SUCH AS: WINE D15PLAYS, WINDOW VALANGES, FRAMED O APHIG, E"I-G. (ALLOW TWO GARPENTERS, 4 H0UR5 EAGH), B. NO GHANGES TO KITGHEN OR KITCHEN EQUIPMENT WILL BE DONE AS PART OF TF115 PROJEGT. ARC, f I TEXTURAL FLOOR FLAN KE1' NOTES p NEW GAPPED LOW WALL 9 4'-0" A.F.F. MATCH ADJAGENT FINISHES, SEE SEGTION DETAIL ON SHEET A3,4, (22 G,G. TO PROVIDE GONDUIT(S) FOR TELEPHONE 4 PAGING MIGROPFIONE, AND STANDARD DUPLEX REGEPTAGLE FOR THE PAGING SYSTEM AT NEW H05TES5 STAND. GOORD. WITH OWNER AND 0NNER5 VENDOR. CJ NEW "GOASTAL HOME" STYLE FENCE BY G.G. SEE INTERIOR ELEVATIONS ON SHEET A3.3. U NEW RA15ED PLATFORM FOR BOOTH SEATING. SEE SEGTION DETAILS ON SHEET A3.3. ) NEW OVERHEAD LIQUOR STORAGE GABINET BY G.G. SEE INTERIOR ELEVATIONS ON SHEET A3.2 \J NEN GAPPED LOW WALL m 5'-0" A.F.F. MATCH ADJAGEN"r FINISHES, 5EE SEGTION DETAILS ON SFIEETB A3.3 s A3.4. o NEN BAR TOP PROVIDED BY OWNER � INSTALLED BY G.G. ® LOWER PORTION OF EX15TINCG NON -LOAD BEARING PARTITION WALL TO 13E REPAIRED � GAPPED ca@ 5'-0" A.F.F. SEE DETAIL 6/A3.4. U GONT. FOOT REST AT BAR DIE BY G.G. SEE DETAIL I/A3.6. to NEW "NINE/BOAT/NINE" D15PLAY MOUNTED ON TOP OF NEN LON WALL. PROVIDED BY OWNER 4 INSTALLED BY G.G. SEE DETAIL 4/A3,5. II PATCH/REPAIR WALL GAP AS REQUIRED. �� NEW MODULAR BAR DIE PROVIDED BY BAR EG2UIPMENT VENDOR, INSTALLED BY G.G. SEE DETAIL I/A3.6. 13 NEW 3'-0" X 6-6" RED LOBSTER "PROTOTYPE" ENTRY DOORS AND PANIG RELEASE HARDNARE. GOORD. WITH OWNER. THRE5H0LD SHALL BE 1/2" MAX. IN HEIGFIT, INSTALL LOBSTER GLAW DOOR PULLS PROVIDED BY OWNER. PAINTED EXTERIOR, STAINED AND VARNISHED INTERIOR. REUSE SALVAGED HINGES 4 THR.E5HOLD IF POSSIBLE. SEE DETAIL 5/A3.5. 14 NEW LANDSGAPING AREA NHERE EXISTING GONGRETE SLAB IS REMOVED. 15 NEN GONGRETE WALKNAY. SEE 5PI.1 FOR NEN SITE NORK IN THIS AREA. I6 NEW DEGORATIVE GOLUMN ENGL05URE. SEE DETAIL I/A5.1. 11 PROVIDE NEN BLDG. STANDARD DUPLEX REGEPTAGLE FOR LOBSTER TANK. 18 GLAD HOOD POW, TYP. SEE INTERIOR ELEVATIONS - SHEET A3.2. Iq PROVIDE NIGHE FOR NEW 5LU5H MACHINE. SEE DETAIL5 ON SHEET A3.5, 0 NEW TRANSOM NINDON HEADER ABOVE. SEE INTERIOR ELEVATIONS - SHEET" A3.2. 21 NEN OVERHEAD LIQUOR STORAGE GABINET BY G.G. 5EE DETAIL 2/A5.6. O GLAD HOOD JAMB. SEE INTERIOR ELEVATIONS ON SHEET A3.2. 23 NEN/ RELOGATED DIMMER PANEL, GONFIRM LOCATION WITH OWNER. 24 RELOCATE EXISTING OR PROVIDE NEW THERMOSTAT AT THIS LOCATION. 25 NEW FULL HEIGHT PARTITION NALL. SEE SECTION DETAIL ON SHEET A3.4. 26 REGONDITION, REPAIR., 4 TOUGH -UP STAIN FINISH ON EXISTING SUPPORT FRAMING,. SEE ROOM FINISH SGHEDULE - SHEET A3.1. 27 ALIGN. l8 NEW STRUCTURAL WOOD POT. SEE STRUCTURAL DRAWINGS. 2q 45° CORNER GLAD WOOD POST, T'P. SEE INTERIOR ELEVATIONS- SHEET A5.2. 30 CIO' GOR.NER GLAD WOOD POST, TYP, SEE INTERIOR ELEVATI0N5- SHEET A3.2. 31 NEN SHELVES. BUILT PER 0NNER5 DIREGTION. 32 EXISTIN6 PEELER LOG POST. TAPER/ TRIM AS PER REG2UIRED TO AGGOMIDATE NEN GOLUMN ENGL05URE. SEE DETAIL I/A5.1 SIM. 33 PROVIDE NEN STAINED I x 4 FIR GASING TRIM © NEW OPENING, 34 REGONDITION, REPAIR, 4 TOUGH -UP STAIN FIN1514 ON EXISTING RAFTER FRAMING 4 SUPPORTS, ADD A GONT. HORIZONTAL IX FASCIA AT ENDS OF EXISTING RAFTERS- PAINT FASCIA IF-2. SEE ROOM FINISH SGHEDULE- SHEET A3.1. 1NAL.L./FARTITION L EOENE7 EXISTING NALLJPARTITI0N TO REMAIN. NEW FULL-HEIGFIT HALL/PARTITION. LTIZTIJ_T2I0Jll7Il/Il2 NEW LOW NALLMALF-HEIGHT PARTITION. d6 -- 7 5— T- o �c5� F & DESIGN THREE ASSOCIATES 8 i 5 i ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 83Ar2444 A"0004$2 PROJECT: N0:02025 Al Dobbtta �t �g NEW BAR RETROFIT & REMODEL STORE NO.848 SAOFORD, FL IsSyE: DATE: FOR r'65TRUGTI0N, II-22-02 COPYRIGHT 0 2002 — DESIGN THREE ASSOCIATES RESERVES ALL RIGITIS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSICNMENTS ARE PROHIHITED WRHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SH ET: A2*4 Cu 0 0 cn v r` Cu 0 z i Is 3 In 1 N I Q LO CU 0 C'U CD 11 CD - v m v I ' L 0 G ro v� i • rs Ld F- Ln m 0 0 w rr I r-I rn u a) 0 L I i U n L N L 0.) to TABLE SCHEDULE (ENTIRE RESTAURANT) MARK I QUANTITY 51ZE TYPE BASE TOTAL REQUIRED EXISTING T-I - - NEW - 27 x 45 BOOTH TOP B-I T-2 - - - 27 x 48 BOOTH TOP 5-1 T-3 - - - 30 x 45 BOOTH TOP B-I T-4 30 32 2 - 30 x 48 800TH TOP 5-1 T-5 I - — 44 x 44 BOOTH TOP B-2 T-6 12 11 3 O 0 36 x 30 TABLE TOP B-4 T-1 5 36 x 36 TABLE TOP B-3 T-8 15 15 O 36 x 48 TABLE TOP E3-7/13-II T-q - - - 36 x 60 TABLE TOP B-5 T-10 - - - 1 24" DIA, TABLE TOP B-G T-II 3 4 - 30" DIA, TABLE TOP B-11 T-12 - I I 36" DIA. TABLE TOP B-3 T-13 - - - 36 x 48 BOOTH TOP 5-1 T-14 - - - 54" DIA, TABLE TOP B-8 T-I5 2 1 0 60" DIA. TABLE TOP B-13 T-I6 - - - 4811 DIA, TABLE TOP 13-12 — T-17 - - - 72" DIA. TABLE TOP _ B-13 T-IS - - - 36 x 54 TABLE TOP 6-5 T-IG - - - 30 x 42 TABLE TOP _ B-4 T-20 - - - 30 x 48 TABLE TOP B-4/B-II - T-21 - 2 2 30 x 32 BOOTH TOP B-15 T-22 - - - 30 x -12 BOOTH TOP 5-1+5-16 T-23 - - - 27 x 48 TABLE TOP B--4/5-11 T-24 - - - 36 x 42 TABLE TOP B-7 T-25 - - - 36 x 72 BOOTH TOP B-1+5-I6 T-26 - - - 36 x 36 FLIP -UP TOP B-3 — T-2-7 - - 36 x 36 RE51N TABLE- T-28 - - 30 x 48 RE51N TABLE- T-21 - - - 30 x 30 RE51N TABLE B-9 T-30 - - - 32 x 72 BOOTH TOP B-I+B-b T-31 - - 42" DIA. TABLE TOP H.G.* FISH -TABLE - I - I - I TABLE TOP j"• * PROVIDE A.D.A. COMPLIANT ADJUSTABLE H.G. AGOE551BLE BASE AT ONE OF THE TABLES AS INDICATED ON PLAN, ** AS PROVIDED BY OWNER. CHAIR SCHEDULE (ENTIRE RESTAURANT) MARK I QUANTITY DESCRIPTION SIZE TOTAL 1 REQUIRED EXISTING-1 C-I 123 - NEW - CAPTAIN'S CHAIR - G-2 - - - — WOOD BAR STOOL - G-2A - - - BAR STOOL - 6-26 - - - BAR STOOL W/ PADDED SEAT - C-2G 15 - 26 - COASTAL BAR STOOL 1811X20" G-3 28 - - SINGLE BOOTH 45" G-4 15 18 DOUBLE BOOTH - 4511 '-41Ix 7'-4' G-5 I I - CORNER BOOTH SEAT G-b - - - SINGLE BOOTH 48" G-7 - - - - DOUBLE BOOTH 48" G-8 - - - - CORNER BOOTH - SPECIAL - G-G - MATE'S CHAIR W/ GA5TER'S - G-10 2 2 - 51NGLE BOOTH 301, G-11 2 1 - DOUBLE BOOTH 3011 G-12 - - - SINGLE BOOTH DOUBLE BOOTH 7211 72" G-15 - - - Y41NOSOR CHAIR - G-21 - - - LOW 51NGLE BOOTH 301, G-22 - - - LOW DOUBLE BOOTH 301, 4'-6"BENGH I - - INTERIOR WOOD BENCH 4'-b" 5 BENCH I - - INTERIOR WOOD BENGH 5-011 6' BENCH 3 - - INTERIOR WOOD BENCH 6-011 NEW 'COASTAL HOME FURN15HIN65 GH-CII CH-G12 - 112 112 COASTAL DINING GHAIR 161"Y ON 1811X2011 18 30 12 COASTAL BAR STOOL GH-_04 - - - COASTAL WOOD BENCH 4-011 CH-015 - - 3 3 COASTAL WOOD BENCH 51-011 6-011 GH-G16 i I I COASTAL WOOD BENGH SEATING CHART AREA EX15T. PROP05ED GAIN OR L055 OF 5EAT5 BAR 5 13 +8 +14 LOUNGE BAR DINING 15 2G - - - -31 DINING ROOMS --252 221 TOTAL 272 263 -a NUMBER OF TABLE TOPS EXIST. PROP05ED GAIN OR L055 OF SEATS 2 TOPS - - - 4 TOPS 5 TOPS - - - - - - - - -- 6 TOPS - - - 7 TOPS - - - 8 TOPS _- - - TOTAL # OF TABLE TOPS NOTE: BAR DINING BOOTH5 COUNTED IN OVERALL TABLE TOP GONFIGURATION. BAR LENGTH TABULATION EXISTING BAR LENGTH 16'-711 26-2" NEW BAR LENGTH BAR $ LOUNGE SQUARE FOOTAGE TABULATION EXISTING BAR-4 LOUNGE AREA 45"1 S.F. NEW BAR 4 LOUNGE AREA -- 891 S.F. INDICATES LOCATION OF NEW "V" GROOVE BOARD. NOTE: G.G. TO REMOVE EXISTING GREY BOARD PANELING FROM ABOVE CHAIR RAIL TO BOTTOM OF HORIZONTAL GREY BOARD TRIM PRIOR TO INSTALLATION OF NEW "V" GROOVE BOARD. G.G. TO PROVIDE AND INSTALL NEW "V" GROOVE BOARD AND TRIM, SEE ROOM FINISH 5GHEDULE - SHEET A3.1. --------------------- II II KITCHEN AREA - - - - -- - -'._ II H T-8 I T-6 RE T-8 El I Fol 9 MEN STORAGE 13 pr L_--_- (V fV�y j _ 3 Is'� II I 5ER1/I GE -- — -- — — — Po5 rya T-11 RE UUIDINING ROOM4BAR16 1 (74 5EAT5) I I TIILE LE Nou E RRY le I II T-e II -_ BAR I I to (13 5EAT5) to I I G j �/ 1 -- -- N N = Y: a G I 2 I F n ♦---.. - I 1 I� I I w I -. ' i Z-� T-12N I� — - I �f• II - IY - — -- E55J ' T-4 I �Q� — — — — — — — — — — — — — — — — — �_---� — ��— Uy�4 it ---- - _ _ _ - ------ - r U \\ !� I I I II Z F-------------------------------------- / II--------------- F y - �!.( - 4-4r� • , i GHN 12 G NGI2 G N 12 G 12 G 12 GfkNGI2 GHN I2 GHN.11 GHNCA2 G N 12 ce < 1 6 6 G o LOUNGE 4. �I ------------------------------------- 1 ----- ------ \ I (2Q 5EAT5) �— — -- ¶--------�T--------� — — \\ �/ _ _ _ — - — — - \\\ T-4 I T-21 RE II I- _.� . _ I T. RE T-II RE 1 (Z 411 (; I / y II I �j , \ ' l p \A `v / v�v • " T-21 RE I I G73� �" \ \ � \\\ T-6 RE Y: �., z z I �. � z T-4 �.0 %\\\ G-IIMF- II _ DINING ROOM 3 �\ \ i �\ `3a 'A (42 SEATS) \ \ • 9 / 8 T-4 erg V I � f- - ,�i II /fir t ,w. • \ I1 �' w 11 11 N N II II 11 I p 11 II N tl N 11 T-15 RE T-6 RE T-6 FE / 0 ii ii n a" ii ii i s° u u" n u 0 T-8 RE T-15 RE' T-4 — 1 - — G-4 DINING ROOM 2 3 3 (5a 5EAT5) c,. 03 I j I T-4 F J_k_ 11 -10.4 I411 11I SEAT I NGr FUR I SH I PLAN NORfiI GENERAL NOTES A. CONTRACTOR TO REINSTALL EXISTING BOOTHS AND INSTALL NEW BOOTHS AS SHOWN ON PLAN. ASSEMBLE AND INSTALL TABLES AND BASES AS REQUIRED. B. REPLACE EXISTING 51GNAGE AT LOBBY INDICATING SEATING CAPACITY FOR THE RESTAURANT. PROVIDE NEW 51GNA6E WITH NEW SEATING CAPACITY INDICATED. GOORD. EXACT REQUIREMENT5 WITH LOCAL FIRE MARSHALL 4 OWNER. G. ALL BOOTH TABLES TO BE MOUNTED TO WALL WITH WOOD BLOCKING. NO TABLE WILL BE ACCEPTED WITHOUT BLOCKING IN WALL. D. G.G TO INSTALL NEW DEGOR ITEMS SUCH AS: WINE DISPLAYS, WINDOW VALANGE5, FRAMED GRAPHIC, ETG. GOORD. W/ OWNER. E. ITEMS WITH 'IN" DESIGNATION ARE NEW. ITEMS WITH "RE" DESIGNATION ARE EX15TINCP AND SHALL BE RELOCATED OR REINSTALLED AS INDICATED. ITEMS WITHOUT DESIGNATION ARE EXISTING AND SHALL REMAIN IN EXISTING LOCATIONS. F. G.G. TO REPLACE ALL WALL SCONCE SHADES WITH NEW "GOA5TAL" LAMP SHADES AS PROVIDED BY OWNER. SEATING $ FURN 1 SH I NG PLAN KEY NOTES UI REINSTALL EXISTING BOOTHS AND/OR INSTALL NEW BOOTHS (PROVIDED BY OWNER) ON TOP OF NEW RAISED PLATFORM. ALL BOOTH TABLES TO BE - MOUNTED TO WALL WITH BLOCKING. SEE DETAILS ON SHEET A3.4. O2 NEW OVERHEAD LIQUOR STORAGE CABINET. SEE DETAIL 2/A3.6. �3 NEW FABRIC WINDOW VALANCE FURNISHED AND INSTALLED BY OWNER'S VENDOR. SEE DETAIL I/A35, ® EXISTING REFINISHED HOSTE55 STAND, SEE DETAIL 6/A3.5. O NEW 12" LOBSTER TANK FURN15HEP BY OWNER. PROVIDE BLDG, STANDARD DUPLEX RECEPTACLE. © EXI5ITIN6 "RED WALL" SIDING 4 TRIM TO BE REPAINTED IP-I. SEE ROOM FINISH 5GHEDULE- SHEET A3.1. O7 NEW "GOA5TAL" STYLE BENCHES. �8 NEW "WINE/ BOAT/ WINE" DISPLAY MOUNTED ON TOP OF NEW LOW WALL. PROVIDED BY OWNER 4 INSTALLED BY G.G. SEE DETAIL 4/A3.5, Oq REINSTALL EXISTING BOOTHS OR INSTALL NEW BOOTHS AT TH15 LOCATION, IO NEW SUSPENDED 5-0" OLA55 RACK ABOVE. FURNISHED BY OWNER AND INSTALLED BY G.G. SEE DETAILS I/A3.6 4 3/A3.6. II NEW AND/ OR RELOCATED EXISTING P.0.5. STATION, GOORD. W/ OWNER 4 OWNER'S P.O.5. SYSTEMS VENDOR/IN5TALLER. I2 LIGHTED LIQUOR STEP, BY G.G. G_G_ TO PROVIDE POWER CONNECTIONS TO LIQUOR STEP LIGHTING AS REQUIRED. SEE DETAIL 5/A3.6. 13 PATCH, REPAIR AND/OR PROVIDE NEW QUARRY TILE FLOORING 4 BASE TO MATCH EXISTING. SEE ROOM FINISH 5GHEDULE- SHEET A3.1, 14 NEW ILLUMINATED DECORATIVE FISH PROVIDED BY OWNER, INSTALLED BY G.G. CONTRACTOR TO PROVIDE ONE (1) SINGLE RECEPTACLE BOX AND ONE (1) EYE BOLT SUPPORTED TO ROOF STRUCTURE AT EACH DECORATIVE F15H LOCATION. CONTRACTOR SHALL MAKE ALL ELECTRICAL CONNECTIONS TO OWNER SUPPLIED DEGOR. COORDINATE 5WITGHIN6 LOCATION AT BAR. SEE UPPER ATRIUM PLAN, A5.1, FOR LOCATIONS AND MOUNTING HEI&HT5. 15 NEW COASTAL STONE FLOORING. SEE SHEET A3.1 FOR 5PEGIFIGATION5, I6 NEW OR SALVAGED CARPET TO MATCH EXISTING. FURNISHED AND INSTALLED BY OWNER'S VENDOR. IT EXISTING CARPETING TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTING. 18 ADD NEW BEAD BOARD WAINSCOT 4 GHAIR RAIL AS REQUIRED TO MATCH EXISTING. 19 NEW QUARRY TILE FIN15H AT NEW BAR/5ERVIGE AREA. SEE ROOM FIN15H 5GHEDULE - SHEET A3.1, ©O CARPET TO TILE TRANSITION STRIP. FURNISHED 4 INSTALLED BY OWNER'S VENDOR. I 5E1/ERAGE SERV I Ct l 1 U WOMEN ul I I ® I I I I I ° a" ?. xx 9 Y a I ° ° " ° d " , A ° a I" " 4 a nQ " . 7I ° " L° • " I6 14 • .a N 3 U� 17 - LOBBY 7 00se Y 7 7 T T-4 J)° ri • 3 ,A DINING ROOM 1 3 S ` ------ (46 SEATS) - T-4 ` f � Q z------- t�•<' / T-4 I ^ 7 Z � T-4 T-4 ME J_ X` . I ® I I 21 INSTALL FRP TO UNDERSIDE OF CABINET. SEE ROOM FINISH SCHEDULE SHEET A3.1. 22 G.G. TO PROVIDE GONDUIT(5) FOR TELEPHONE 4 PAGING MICROPHONE, AND STANDARD DUPLEX RECEPTACLE FOR THE PAGING SYSTEM AT NEW HOSTESS STAND. BOX 4 CONDUIT TO BE CONGEALED UNDER BOTTOM RAIL OF FENCE. GOORD. WITH OWNER AND OWNERS VENDOR. © NEW OVERHEAD LIQUOR STORAGE CABINET. SEE DETAIL I/A3.2. ® PROVIDE NEW A.D.A. COMPLIANT TOILET ROOM SIGN. MOUNTING HEIGHT TO MEET A.D.A. STANDARDS. SEE DETAIL 2/A3.5. DESIGN THREE ASSOCIATES 815 ORIENTA AVE, SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834m2444 AAP0004M PROJECT: NO: 02025 5 ALE: I/4"=1'-O" 1h i It 01 WORE BAR RETROFIT & REMODEL '7 NO.848 (3�SANFORD, ISSUE: DATE: FOR CON5TRUGTION: II-22-02 COPYRIGHT ® 2002 — DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES, SHEET: A2.5 E I L I NG I$ L 1 GHT I NG 5YMBOL5 LEGEND SYMBOL NO. DE50RIPTIOWSPEGIFICATION PROVIDED BY: LAMP REMARKS F-I NARROW GONE PENDANT LI6HT/LT5- FURNISHED BY OWNER 40 GAL/1-/120 PROVIDE DIMMER SWITGHIN6 AT BAR AREA. 2 THOU5AND DEGREES 4 INSTALLED BY G.G. BOOTH PENDANT LI(514T ® F-2 (6 = GREEN, 6&01IPF I56-6 50) FURNISHED BY OWNER PROVIDE DIMMER 5WITGHIN6 AT BAR AREA. (B = BLUE, 6bO5IPF 15G-6 50) 4 INSTALLED BY G.G. GREEN WAREHOUSE PENDANT W/ GORD. FURNISHED BY OWNER -15W R50FL MOVE RED GAGE FROM ALL EXIST. FIXTURES. RPE/REMOVE AS • F-3 ("D" FIXTURE) MATCH EXISTING. 4 INSTALLED BY G.G. 65WM 130V INDICATED. PAAINTINT IP-3. F 4 ERA55 PENDANT W/ BRA% CHAIN. MATCH EXISTING. FURNISHED BY OWNER G.C. '1511 R30FL 65WM 150V RELOGATE/REMOVE A5 INDICATED. �d( ("G-I" FIXTURE) 4 INSTALLED BY QUARTZ (.i F-5 6" REGE55ED GAN, LOW VOLTAGE, FURNISHED 4 035MR- USED AT 6LA55 RACK, BACK BAR, AND BEE ELCO EL'7RLV. INSTALLED BY 6.G. I6/G/SP20 TOWER ONLY. O F-6 6" RECESSED GAN LIGHT. MATCH EXISTING. FURNISHED 4 INSTALLED BY G.G. '75W R30FL 65WM 130V RELOGATE/REMOVE AS INDIGATED. FURNISHED 4 F-I5 TSGW SURFACE MOUNTED IN51DE 4 UNDER LIQUOR ---� F-7 LIQUOR GABINET FLUORESCENT L16HT. INSTALLED BY 6.6. (lb" BULB) CABINET. PROVIDE SWITCHED RECEPTACLE FOR CABINET L16HT CONNECTION. 50W NEW FIXTURES HAVE TRACK LENGTH 4 NO. OF v v s F-b TRACK LIGHTS. MATCH EXISTING. FURNISHED 4 INSTALLED BY G.G. R20/130V HEADS INDICATED ® EA. PLAN LOCATION. TRACK LOCATED 30" FROM WALLS U.N.O. QUARTZ ig1 F -9 PENDANT LIGHT: JUNO FIXTURE, KIT #5P2032. FURNISHED 4 Q5MR LOCATED ABOVE LOBSTER TANK. INSTALLED BY G.C. I6/G/5P-20 EXTERIOR: TFM METAL HALIDE FIXTURE. DMB FURNISHED BY G,G. 4 IOOM RB USE DNA (NATURAL ALUMINUM) ® TIN ROOFS F-lo (MEDIUM BRONZE) INSTALLED BY G.G. 120V DARD ONLY. SEE BUILDING ELEVATIONS FOR 0 DNA LPI LOCATIONS. Q F-11 ADJUST -A -POST DOUBLE FIXTURE S 13RB2 FURNISHED 4 50W PAR20 SEE BUILDING ELEVATIONS FOR LOCATIONS. WHITE. INSTALLED BY 6.G. F-12 DECORATIVE EXTERIOR WALL FIXTURE. ("W-I" FIXTURE). FURNISHED BY OWNER 4 INSTALLED BY G.G. EFSII SEE BUILDING ELEVATIONS FOR LOCATIONS. ( F 13 PENDANT L16HT: ("F" FIXTURE) HALOPHANE- FURNISHED BY OWNER 50W RELOGATE/REMOVE AS INDICATED. }u° ( VV6LA55 SHADE. 4 INSTALLED BY G.G. R20/150V F-14 EXTERIOR WALL 5GONCE:. FURNISHED BY OWNER ON SYLVANIA INSTALLED BY 6.G. 20314 O F-15 REGE55Eb ADJUSTABLE CAN LIGHT. MATCH FURNISHED 4 _ RELOGATE/REMOVE A5 INDIGATED. EXISTING. INSTALLED BY 6.0. F-16 WALL SCONCE TABLE LAMP. ("A" FIXTURE). MATCH EXISTING. FURNISHED BY OWNER INSTALLED BY O.C. _ RELOGATE/REMOVE AS INDICATED. 4 BANKER'S LIGHT "PAGIFIGA' MODEL NO. BIOIE3L FURNISHED 4 r� F-1-7 5KU 543611. PEWTER FIN15WGOBALT BLUE INSTALLED BY G.G. 25 W FIXTURE MOUNTED ON HOSTESS STAND. GLASS SHADE. F-Ib 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE. FURNISHED 4 RELOGATE/REMOVE A5 INDICATED. MATCH EXI5TIN6. INSTALLED BY 6.G. FURNISHED 4 GEILING MOUNTED 30" OFF THE WALL. E F-Iq MONO POINT SPOT L16HT. MATCH EXISTING INSTALLED BY G.G. RELOGATE/REMOVE AS INDIGATED. -20 DUAL -HEAD MONO POINT SPOT L16HT. MATGH FURNISHED 4 GEILING MOUNTED 30" OFF THE WALL. EXI5TING INSTALLED BY G.G. RELOGATE/REMOVE AS INDIGATED. ® "TUBE" FURNISHED 4 INST. BY NA RELOGATE/REMOVE AS INDICATED. COORD. - AUDIO SPEAKER. OWNER'S VENDOR. W/OWNER. Q _ GEILING MOUNTED AUDIO SPEAKER. MATCH FURNISHED 4 IN5T. BY NA RELOGATE/REMOVE A5 INDIGATED. GOORD. EXI5TIN6, OWNER'S VENDOR. WOWNER - JUNGTION BOX FURNISHED 4 INSTALLED BY 6.G. ® CEILING MOUNTED EMERGENCY EGRESS LIGHT. FURNISHED 4 GONTRAGTOR TO VERIFY THAT EXISTING MATCH EXISTING. INSTALLED BY G.G. FIXTURES ARE FULLY FUNGTIONAL. WALL MOUNTED EMERGENCY EGRESS LIGHT. FURNISHED 4 _ GONTRACTOR TO VERIFY THAT EXISTING FIXTURES ARE FULLY FUNCTIONAL. MATCH EXISTING. INSTALLED BY G.G. FLUSH GEILING MOUNTED EMER6ENGY E6RE55 FURNISHED 4 CONTRACTOR TO VERIFY THAT EXISTING ® LIGHT. MATCH EXI5TIN45. INSTALLED BY G.G. FIXTURES ARE FULLY FUNCTIONAL. ® ILLUMINATED DIRECTIONAL EXIST L16HT W/ FURNISHED 4 CONTRACTOR 70 VERIFY THAT EXI5TIN6 _ BATTERY PACK. MATCH EXISTING. INSTALLED BY 6.G. FIXTURES ARE FULLY FUNCTIONAL. CONTRACTOR TO PROVIDE ONE ELECTRICAL ---� DUPLEX RECEPTACLE 4 ONE T.V. GABLE 1�j TELEVISION - I^U SHELF 4 BRACKET. FURNISHED BY OWNER NA OUTLET AT GEILING ® +/- 4" FROM SUPPORT I 4 INSTALLED BY O.G.L POST AT EA. LOCATION A5 INDICATED ON PLANS. - GEILING FAN - STEM MOUNTED. FURNISHED BY OWNER _ BOTT. OF FAN a 12" BELOW GEILING, TYP. PROVIDE 5WITGHING AT BAR AREA. 4 INSTALLED BY G.G. ® _ BUILDING STANDARD HVAG 5UPPLY AIR FURNISHED 4 NA RELOCATED EXI5TIN6 A5 INDICATED AND DIFFUSER. MATCH EXISTING. INSTALLED BY G.G. MODIFY EXI5TIN6 DUCTWORK AS REQUIRED. ® BUILDING STANDARD HVAG RETURN AIR FURNISHED 4 NA RELOCATED EXI5TIN6 A5 INDICATED AND GRILLE. MATCH EXI5TIN6. INSTALLED BY G.G. MODIFY EXISTING DUGTWORK AS REQUIRED. - 2'X4' FLUSH MOUNTED SMOKE EATER. FURNISHED BY OWNER NA PROVIDE SWITGHIN6 AT BAR AREA. "HEALTHWAY" MODEL NO. HW 1400. 4 INSTALLED BY 6.0. _ BUILDING 5TANDARD EXHAUST GRILLE/FAN FURNISHED 4 NA RELOGATE/REMOVE A5 INDICATED. UNIT, MATCH EXISTING. INSTALLED BY 6.G. • - SMOKE DETECTOR. MATCH EXISTING. FURNISHED 4 NA RELOCATE AS INDICATED. INSTALLED BY G.G. X -FIRE SPRINKLER HEAD, MATCH EXISTING. FURNISHED 4 INSTALLED BY G.G. NA RELOCATE A5 INDICATED. FURNISHED 4 TORIrY THAT 15TING ® - MOTION DETECTOR. MATCH EXISTING. INSTALLED BY G.G. NA FIXTURES ARE FULLYTRACTOR FUNCTIONAL. FURNISHED 4 GONTRACTOR TO VERIFY THAT EXISTING ❑P - PULL STATION. MATCH EXISTING. INSTALLED BY G.G. NA FIXTURES ARE FULLY FUNCTIONAL. g - STROBE LIGHT. MATCH EXI5TIN6. FURNISHED 4 NA CONTRACTOR TO VERIFY THAT EXISTING INSTALLED BY O.G. FIXTURES ARE FULLY FUNCTIONAL. FURNISHED 4 CONTRACTOR TO VERIFY THAT EXISTING ❑Q - 5EGURITY CAMERA. MATCH EXISTING. INSTALLED BY O.G. NA FIXTURES ARE FULLY FUNCTIONAL. NOTE: * ALL PENDANT FIXTURES OVER DINING BOOTHS/TABLES TO BE INSTALLED WITH BOTTOM OF FIXTURE ® 50" ABOVE TABLE TOPS. * DISTANCE FROM CEILING TO BOTTOM OF NEW/RELOCATED 5U5PENDED FIXTURES 15 INDICATED ON THE REFLECTED GEILING PLAN, NEXT TO FIXTURE, TYP. * ITEMS WITH AN "RE" DE516NATION ARE EXISTING, AND SHALL BE RELOCATED AS SHOWN. * ITEMS WITH "N" DESIGNATION ON PLAN ARE NEW. * ITEMS THAT DO NOT HAVE EITHER OF THE ABOVE DESIGNATIONS ARE EXISTING AND SHALL REMAIN IN EXISTING LOGATION5. C\1 ' o 0 CV LD LC) (:6 v CD 0 Lo y 0 z m 3 Lo . I CV d Ln Cv 0 CU • I o 0 L, co v co I L 0 w- c Ln / uj Lo co 0 J 0 LjI cr I i N v a� -o L a 1 / o. L Q) L GU fn 12 12 Jill 10'-0" A.F.F. IV EXISTING I I I I� I IIII I I I I IIII I I I I I I I I I I IIII I I I I II it I I I I I I I I I I IIII I I I I IIII I I I I I II I IIII I I I IIII I I I 12 I I IIII I I IIII I I I I I I II I IIII I I I I IIII I I I I I I IIII I l I IIII I I I I II I IIII I I I I IIII I I I I I L _ I v_111LL.... v..l vL__i UILL__� X I v v X v v X L - J "L - i OL - J UL J° aL - J ----------- 1 1 I I I I I I I 1 I REI L - _ -_- - -J �- J 16 16 10 N 10 N 10 rz 14 El 12 12 14 A.F.F u EXI TIN& d Y FA0 (0k z z 1 x z 25 I I 5 10'-0" A.F.F. \ EXISTING101011 � J I I � 15 EXISTI 6 j I N J } - I IT - - N v I 14 RE ® N N I 12 I I RELj N l II II I z aII N !` 15 I N �. -:. _.. _j p J N I I 10 2z I 16 MV EX15TI N& I 0 2 A5.2 12 111I I ..... '...... --------- ......... it71 r- 1..'....�. ....'..'..'..'......... . ..' ................... ' .'''...' .. �............. . ..... . -s .- J\ C\' 10 IN X G X / r I I �l /// ( 1 - - - - A" - �'- 4"_.... 2.'-4"...."- - _ _5'- 1'<3_ / - �• J 1 L__ 11l \ hl I L - — — 7 — � \ I- --- ----1 RE 10'-O" A.F.F. 14 -- -- -4 0 3 o ON RE RE RE RE - B® - T TTi L 1— i IT �� Ifr ;(/ O III I I I III II III I I I III I I I III I I nl I II I �I li- iil �% U s RE :RE rJ .` - ------ ----- 11 / .. a' IN �n — ON ON 2 \\ \ / —. /® I- - 7 TTN - I I -T I -- ._ ---- i d �y N II I -2 " _ 1p I I I F�2 ( ") TYr I F 2 ( ") rTt I 7 T7P O -1 --- - J I I I I I B I IIII I G ----- N I II I I N III N I I I ®N I - -- - %�� J I I II I I I III I I I I I I I I I I b'-O" A.F.F. EXISTING__ ---. \ iirl O III jI X IX -- III 11 ON " - --- _= i A.F.F. a - -- � I EXISTING _. j — _ • " -O 8 A.F.F. - - EX15TINIII I I I I kF 18Jill 12'-10" A.F.F. IS IV EXISTIN& a RE a RE a RE X IL T _ - TTrT -- 1- 7 1 I� jd I I I I I I I I I I II �I GL �� bl li id It IIII I I Ii iJ� UL JO _ _ it Idi I I I I I III II 1 II jd I I I l ¢I jII I I 111 ---L-------J _LL1J._.__._L I �i III I�_` ��I III • I 'RE ii 1- ---7 -T FIT---r_-- -7 -IJIi iji RE II III I I I I I I dl Ill I-- — _---- --J _ l ` II III I I I I I I I I I dl II r TIII II II i ® I I I I I I I I I��I LI ----- LI I .IL _--- -II jjl wj a_� X 21 2S Y RE 7 RE 7 F kK Z---a i I I I I I I /II rr 11 \\ I II N 14 • R fLEOTEP OE I L I NG PLAN PLAN SCALE- I/4"-I O NORTH r-5FNr-RAT__ NnTFs REELEOTEID CEILING PLAN KEN' NOTES A. PROVIDE 5WITGHING AT BAR AREA, GIRGUITING FOR LIGHTING SHALL BE AS FOLLOW5: SEPARATE DIMMER CONTROLS FOR EACH: -TRACK LIGHTING, SPOTS 4 WALL WA5HER5. -DOWN LIGHTS (AT DINING TABLES). -BAR PENDANTS. -PENDANT LI&HT5 OVER DINING TABLES. -TOGGLE 5WITGH FOR UNDER COUNTER BAR LIGHTING. -DIMMER SLIDE 5WITGH FOR GEILING FANS. -SMOKE EATER. -TO&6LE FOR LIQUOR CABINET. B. GOORDINATE AND VERIFY EXACT 5WITGH LOGATION5 WITH OWNER PRIOR TO INSTALLATION. G. RELOCATED THERMOSTATS SHALL BE LOCATED NEAR RETURN AIR GRILL. SYSTEM SHALL BE BALANCED AS REQUIRED. D. SEE FLOOR PLAN FOR LOCATION OF 5GONGE TABLE LAMPS. E. G.G. TO REPLACE ALL WALL SCONCE 5HADE5 WITH NEW "GOASTAL" LAMP SHADES A5 PROVIDED BY OWNER. F. REMOVE RED GAGE FROM ALL EXI5TIN& F-3 WAREHOUSE LIGHT FIXTURES AND PAINT FIXTURE AS 5PE61FIED BY OWNER. &. GLEAN, REPAIR AND/OR REPLACE PORTIONS OF GEILIN6 GRID AS REQUIRED AND REPLACE ANY DAMA&ED OR DISCOLORED GEILING TILES WITH 5ALVA6ED MATERIALS IN LOBBY 4 DINING ROOMS. O RECONDITION, REPAIR, I TOUGH -UP STAIN FIN15H ON EXISTING SUPPORT FRAMING. 14 NEW EXTERIOR PLYWOOD SOFFIT, PAINT P-3. SEE EXTERIOR ELEVATION5 AND SEE ROOM FINISH SCHEDULE - SHEET A3.1. SECTION DETAILS. O DASHED LINES INDIGATE FURNITURE BELOW, TYP. NEW ILLUMINATED DECORATIVE FI5H PROVIDED BY OWNER, INSTALLED BY G.G. GONTRAGTOR TO PROVIDE ONE (1) SINGLE REGEPTAGLE BOX AND ONE (1) EYE 3 O NEW 2 X 2 LAY IN GEILIN6 TILE AND GRID SYSTEM 0 10'-0" A.F.F. SEE ROOM BOLT SUPPORTED TO ROOF STRUCTURE AT EACH DECORATIVE FISH LOCATION. FIN15H 56HEDULE ON SHEET A3.1. GONTRAGTOR SHALL MAKE ALL ELEGTR GAL CONNECTIONS TO OWNER SUPPLIED ® NEW SUSPENDED 5-0" &LA55 RACK. FURNISHED BY OWNER AND INSTALLED BY DECOR. COORDINATE 5WITGHIN6 LOCATION AT BAR, SEE UPPER ATRIUM PLAN, 6.G. SEE DETAIL I/A3.6 13/A3.b. A5.1, FOR LOCATIONS AND MOUNTING HEIGHTS. O NEW (F-5) LIGHT FIXTURE TO BE CENTERED ON 6LA55 RAGK. SEE DETAIL Ib NEW "COASTAL" STYLE EXTERIOR 5GONGE5, TYP. SEE EXTERIOR ELEVATIONS I 3/A3.6. SYMBOLS LEGEND. © &.G. TO INSTALL SALVAGED OR OWNER PROVIDED TELEVISION SET I SUPPORT 17 EXTEND FIR TRIM. RECONDITION $ REPAIR STAIN A5 REQUIRED TO MATCH BRACKET. PROVIDE (1) BLD&. 5TD. 120V DUPLEX REGEPTAGLE I T.V. GABLE EXISTING. REGEPTAGLE ® CEILING. SEE DETAIL 4/A3.6 FOR GEILING MOUNTED SUPPORT 18 NEW/ REUSED FIR TRIM AT LOCATION OF REMOVED TRUSS IF REQUIRED. DETAILS. RECONDITION 4 REPAIR STAIN AS REQUIRED TO MATCH EXISTING, O NEW HEADER AND TRAN50M WINDOWS. SEE INTERIOR ELEVATIONS ON SHEET 19 EXISTING SOFFIT TO BE PAINTED IP-I. A3.2. 200 NEW WOOD GEILING TO MATCH 4 ALIGN W/ EXI5TIN6. ® NEW HEADER, SEE SECTION DETAIL 5/A3.3. 21 NEW OVERHEAD LIQUOR 5TORA6E GABINET BY G.G. PROVIDE 5WITGHED DUPLEX RECONDITION, REPAIR, 4 TOUGH -UP STAIN FINISH ON WOOD CEILING A5 REQUIRED, OUTLET FOR UNDER CABINET 1-161-ITIN6. SEE DETAIL a/A3.G. TO MATCH EXISTING. EXISTING GORRU&ATED GEILING TO BE PAINTED IP-4. ip WRAPPED COLUMNS, TYP. SEE DETAILS ON SHEET A5.1 4 5TRUGTURAL DRAWINGS. 23 CENTER FIXTURE OVER BEER TAP TOWER. II NEW PENDANT FIXTURES OVER LO55TER TANK . SEE DETAIL 3/A3.5 FOR ® BAR AND LOUNGE AREA 5WITGHING TO BE LOCATED HERE. FIXTURE MOUNTING LOCATIONS. 12 GEILING 15 INTENTIONALLY NOT 5HOWN IN THESE AREAS - CEILING AND LIGHTING 25 (4) ADJUST -A -POINT LI&HT5. FURNISHED 4 INSTALLED BY &.G., TYP. ARE TO BE LEFT EXISTING, 26 NEW VINYL FACED LAY -IN GEILING TILE AND GRID SYSTEM dp 13 O NEW OVERHEAD LIQUOR STORAGE CABINET BY G.G. PROVIDE 5WIT6HED DUPLEX 10'-0" A.F.F. TO MATCH EX15TINO GEILIN6 IN KITCHEN AREA. OUTLET FOR UNDER CABINET LIGHTING. SEE DETAIL 2/A3.b. GOORD, W/ OWNER. 2T SHADED AREA INDICATES LOGATION OF VINYL FACED TILE, AGT-2. DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834,-2444 AAPOOOwM PROJECT: NO:02025 L ?m it 1, (o bo I (tk sj NEW BAR RETROFIT & REMODEL STORE NO.848 SANFORD,FL ISSUE: DATE: FOR GON5TRUCTION: II-22-02 COPYRIGHT Q 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WR11 EN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A2.6 UNDERSIDE- OF EXISTING GLG. EXISTING GROWN MOLDING. EXISTING GREY BOARD. EXISTING HORZ, GREY BOARD TRIM. GYP. BD. SOFFIT. IP-I 3/4" X 1 1/2,, MpF -TRIM. IP-I V GROOVE BOARD. IP-I NOTE: SEE ARGHITEG-IURAL FLOOR PLAN FOR EXACT LOCATION OF NEW "V" GROVE BOARD. G.G. TO REMOVE EXISTING GREY DOARD PANELING FROM ABOVE GHAIR RAIL TO BOTTOM OF HORIZONTAL GREY BOARD TRIM PRIOR TO INSTALLATION OF NEW "V" GROOVE BOARD. G.G. TO PROVIDE AND INSTALL NEW "V" GROOVE BOARD AND TRIM. _TOP OF GHAIR RAIL MATCH EX15FIN6 — EX15 PING IX6 FIR CHAIR RAIL. EXISTING BEAD BOARD WAINSCOT. EXISTING FIR BASE. TYPICAL WALL FINISH SECTION I SCALE: 3/4" = I'-O" UNDERSIDE•_ OF EXISTING GO. AGOUSTIGAL GLG. TILE. EXISTING GROWN MOLDING. EXISTING GREY BOARD. HORIZONTAL GREY BOARD TRIM. V GROOVE BOARD. IPD FOP OF CHAIR PAIL MATCH EXISTING — EXISTING IX6 FIR CHAIR RAIL, EX15FIN62 BEAD BOARD WAINSCOT. EXISTING FIR BASE. T"rFIGAL. WALL FINISH SECTION I SCALE: 5/4" = I'-O" _ UNUEI'.SII-'r nF J=XIS"PING EXISTING MOLDING EXISTING BOARD. HORIZON BOARD "I 1/4" X I I/ INSIDE GT _ FOP OF MATGH E EXISTING CHAIR R, EXISTING BOARD I EXISTING- T-rF I GAL WALL_ FINISH SCALE: 1/2" 1/4" X 1 1/2" MDF CORNER TRIM OVER "V" GROOVE 1/4" X 1 1/2" MDF BOARD, FLUSH W/ CORNER TRIM G1-IAIR RAIL. IF, OVER "V" GROOVE —� BOARD, FLUSH K GHAIR RAIL. IP-I� -°V" GROOVE E30ARD. IP-I EXISTING Ixb FII GHAIR PAIL. EXISTING BEAD BOARD. FINISH MATERIALS i<EY DOORS AND WINDOWS (ST-1) LOCATION: INTERIOR FACE OF WOOD WINDOW FRAMES, INTERIOR FACE OF WOOD EXTERIOR DOORS AND FRAMES, INTERIOR DOORS 4 FRAMES. FINISH: STAIN AND SEAL IDENTICAL TO FIR. BEAD E30ARD PANEL I N& (5T— I) SPEGIFIG5: BEADED "V" GROOVE 3/16" THICK OAK PANELING. SOURCE: STATES INDUSTRIES, INC. (UNFINISHED VICTORIAN OAK) (503) 688-73-fl INSTALLATION: GLUE ONTO DRYWALL WITH A CONSTRUCTION ADHESIVE, I.E. HENRY 21-1 SUBFLOOR AND CONSTRUCTION ADHESIVE OR EQUAL, AND BRAD NAIL. NOTE: THIS MATERIAL 15 DIRECTIONAL. FINISH: STAIN WI"T<I BENJAMIN MOORE RED MAHOGANY PENETRATING STAIN #241-21 APPLY FULL STRENGTH (ROLLER WORKS WELL). LET SET, THEN WIPE EXCESS. WHEN DRY, APPLY (BY BRUSH) 3 GOATS TOTAL OF BENJAMIN MOORE LOW LUSTER BENWOOD POLYURETHANE FINISH 4435. SAND BETWEEN GOATS. MDF (IP—I) SPECIFICS: MEDIUM DENSITY FIBERBOARD, DENSITY 40-50 LB1GU. FT., INTERNAL BOND CIO P51, M015TURE CONTENT 4-q%. SOURGE: SOURCE: TO BE PURGHASED LOCALLY. LOCATION: INTERIOR PAINTED WALL TRIM AT V GROOVE BOARD, WINDOW 4 TRAN50M FRAMES, FINISH: FINISH: ONE PRIME GOAT AND TWO FINISH GOATS OF SPECIFIED PAINT FINISH. v GROOVE BOARD (IF-1) 5PEGIFIG5: 125g62B PNL 005 V3 SKIN COATED 48" X 60" X 5/8" (.375). MACHINED "V" GROOVE PATTERN 3" O.G., -s IOW PER SHEET. SOURCE: MARLITE GORPORATION. PHONE: (407) bq1-1254 CONTACT: GHERYL COCHRAN. LOCATION: INTERIOR PAINTED V GROOVE BOARD INSTALLED ABOVE CHAIR RAIL. INSTALLATION: PER MANUFAGTURER REQUIREMENTS. FINISH: TWO FINISH GOATS OF 5PEGIFIED PAINT FINISH. FIR (ST-1) 5PEGIFI65: GRADE "G" OR BETTER DOUGLAS FIR. USE VERTICAL GRAIN ONLY. SOURCE: TO BE PURGHASED LOCALLY. LOCATION: WINDOW LOUVER A55EMBLIE5, WINDOW JAMB EXTEN51ON5, WINDOW SILLS, IX6 BASE BOARD CHAIR RAIL, TRIM AND TOP PLATES. FINISH: STAIN WITH BENJAMIN MOORE RED MAHOGANY PENETRATING STAIN #241-21. WIPE ON, LET SET, WIPE OFF EXCESS. GUT 50% WITH MINERAL SPIRITS, WHEN DRY, APPLY 3 GOATS (BY BRUSH) OF BENJAMIN MOORE HIGH LUSTER BENWOOD POLYURETHANE FINISH 4435. SAND BETWEEN GOATS. T 4 6 GEILIN65 (§ DROPPED SOFFITS (ST--I) SPECIFICS: IX6 TONGUE 4 GROOVE SOUTHERN YELLOW PINE GRADE G OR BETTER, WITH \/-GROOVE. TO BE PURGHASED LOCALLY PREPARATION: STAIN WITH BENJAMIN MOORE RED MAHOGANY # 241-21 PRIOR TO INSTALLATION. WIPE OFF EXCESS. INSTALLATION: BLIND NAIL. FIN15H: SPRAY/ROLL/BRUSH 2 GOATS TOTAL BENJAMIN MOORE BENWOOD POLYURETHANE FINISH #t424. NOTE: SPRAY 15 AGGEPTABLE ONLY ON CEILINGS. GEDAR PLANKS (5T-3 5PEGIFIG5: ROUGH 5AWN WESTERN RED CEDAR, UNSEASONED. GP.ADE #2 OR BETTER. SOURCE: GAROL'S CUSTOM MILLWORK PHONE: (813) 623-5-100 GONTACT: CAROL MEYER SIZES: 2X6 = 1 1/2" X 5 1/2", 2X8 = 11/2"X -1 1/4", 2XIO = ETC. PREPARATION: PLANE 4 SIDES TO REDUCE THE ROUGH 5AWN APPEARANCE (APPROX. > I/8" EACH 51DE). PLANE TO A SURFAGE MIDWAY BETWEEN R.S. AND 545. (THIS FINISH ALSO KNOWN A5 "HIT AND M15519. INSTALLATION: 2X6, 2X8, 2XIO, AND 2X12 ARE THE SIZES USED ON PLANK WALLS WITH 2X6 VERTICAL BATTENS. PLANK WALLS ARE INTENDED To LOOK DISTRE55ED AND WORN. KNOCK DOWN ALL SQUARE CORNERS AND ROUGH SAND ALL EXPOSED SIDES, EDGES, AND BUTT ENDS. NOTE: UNEVEN LENGTHS AND STAGGERED EDGES ARE INTENTIONAL AND SHOULD BE REPLICATED. FINISH: AFTER ASSEMBLY, STAIN IN PLACE WITI.1 A 70/30 MIX OF BENJAMIN MOORE JACOBEAN #241-6q PENETRATING 5TAIN AND BENJAMIN MOORE RED MAHOGANY #241-21 PENETRATING STAIN. WIPE ON AND LET SOAK IN. No WIPING NECESSARY. WHEN DRY, APPLY (BY BRUSH) 3 GOATS TOTAL OF BENJAMIN MOORE LOW LUSTER BENWOOD POLYURETHANE FINISH 4435. SAND BETWEEN GOATS. NOTE: DUE TO CEDAR WOOD DENSITIES, THE FINISHED STAIN MAY BE DARKER ON 50ME WOOD MEMBERS THAN OTHERS, THINNING MAY BECOME NE6E55ARY TO MAINTAIN CONSISTENCY. TEST ON SCRAP PIECES, ROUND POSTS (5T-4) SPECIFICS: 8" MINIMUM, 10" MAXIMUM DIAMETER, 10' LONG BRIGHT SOUTHERN YELLOW PINE BUTT POLES, UNTREATED, DRIED, AND DEBARKED. SOURCE: CAROL'S CUSTOM MILLWORK PHONE: (813) 623-5-100 GONTACT: GAROL MEYER PREPARATION: UPON RECEIPT, EACH MUST BE WASHED DOWN WITH A MIX OF BLEACH AND WATER_ AND SGRUBBED WITH A NYLON BRUSH. AFTER WASHING, EACH WILL REQUIRE THOROUGI-1 SANDING. USE A 1/2" GRINDER/SANDER WITH 60 GRIT 015G5 ON A W WHEEL. SAND EXTENSIVELY, BEING CAREFUL TO REMOVE ALL SPLINTERS, ROUGH SURFACES AND AREAS THAT CANNOT EA51LY GLEAN UP WITH A PALM SANDER. INSTALLATION: NFIEN ON SITE AND CHOOSING POLES FOR PLACEMENT, SELECT TWO THAT LOOK VERY SIMILAR. I.E. FLANKING THE 51DE5 OF THE ENTRY TO THE BAR AREA. WHEN GUTTING POLES, MEASURE AND GAREFULLY GUT SQUARELY, AS THEY DO NOT GET ANY TRIM RINGS OR OTHER MEANS OF GONGEALING A ROUGH EDGE. FINISH: AFTER 11,1STALLING, STAIN IN PLACE WITH A 70/30 MIX OF MINWAX IPSWIGN PINE #221 AND BENJAMIN MOORE PENETRATING STAIN #241-21 RED MAHOGANY, WIPE ON, LET SET, WIPE OFF AS NECESSARY. TEST ON SCRAP PIEGE5. WHEN DRY, APPLY (BY BRUSH) 3 GOATS OF BENJAMIN MOORE HIGH LUSTER BENWOOD POLYURETHANE FIN15PI 11,435. SAND BETWEEN GOATS. AFTER FINAL GOAT 15 DRY, SET, AND SMOOTH TO THE TOUCH, RUB DOWN WITH FINE STEEL WOOL AND WIPE LIGHTLY WITH MINERAL SPIRITS. GREY BOARD PANEL I NC7 5PE-GIFIGS: 5/8" X 5 1/2" IMITATION AGED DOGK BOARDS 1/4" X 1 1/2" MDF TRIM 9 OUTSIDE- CORNER. IP-I SOURCE: HALEY GONSTRUGTION, INC. PHONE! (407) 521-5405 "V" GROOVE BOARD. IP-I PREPARATION: DRYWALL 15 PAINTED FLAT BLACK PRIOR TO INSTALLATION OF PANELING. THE PLAINER SURFACE GOES AGAINST THE WALL. IX4 FIR TRIM. 5T-I INSTALLATION: APPLY GONSTRUGTION ADHESIVE TO BAGK5IDE OF BOARDS AND POWER BRAD TO HOLD IN PLACE. NOTE: USE A GAREFUL EYE WHEN SELEGTING PIECES THAT ABUT ONE ANOTHER. DO NOT USE BOARDS WITH A GREENISH COLOR ADJACENT TO OTHER BOARDS THAT ARE MORE GREY. GUT BOARDS INTO RANDOM LENGTHS TO ACHIEVE STAGGERED JOINTS 4 PLACE BOARDS SO THAT THE DIRECTION OF GRAIN 15 NOT UNIFORM BETWEEN ADJACENT BOARDS. TOUCHUP PAINT TO MATCH, ANY EXP05ED EDGES AS REQUIRED. DRYWALL INSTALLATION: DRYWALL JOINTS BUTTED AT LOCATIONS WHERE GREY BOARD SIDING, HARDWOOD PANELING AND METAL SIDING 15 INSTALLED. PREPARATION: DRYWALL TO BE PAINTED FLAT BLACK WHERE GREY BOARD FINISH WILL BE APPLIED, GORRU&ATEID METAL PANELS (INTERIOR DECORATIVE USE) 5PEGIFIG5: 2q GAUGE GORRUGATED GALVANIZED METAL ROOF PANELS. (AGED FINISH). 50URGE: NAUTIGAL FURNISHINGS, ING, FORT LAUDERDALE, FLORIDA PHONE: (q54) ""1-11-1100 STANDING SEAM METAL PANELS (EXTERIOR USE) 5PEGIFIG5: 20" WIDE PREFINISHED 24 GAUGE STANDING SEAM METAL ROOFING PANELS, SYSTEM 2. SOURCE: INTEGRIS METALS PHONE, (8oO)-328--78OO FINISH: MFG -STANDARD COLOR: COPPER PENNY TRANSLUCENT FABRIC FOR TRAN50M 5PEGIFIG5: BLUE POLYLUX TRANSOM PANEL INSERT. 50UR6E: NAUTIGAL FURNISHINGS, ING. FORT LAUDERDALE, FLORIDA PHONE: (c154)-1-11-1100 GONTAGT: LYNN MORRIS OR TERESA MORRALIS INSTALLATION: MATERIAL MUST BE ORDERED IN DOUBLE QUANTITIES, MATERIAL AVAILABLE 24" WIDE AND GUT TO LENGTH REQUIRED. MATERIAL MUST BE INSTALLED IN TWO LAYERS TO ACHIEVE GORREGT COLOR INTENSITY, MATERIAL TO BE PULLED TAUGHT, GLUED AND STAPLED, DO NOT STRETGH TINS WILL CAUSE UNEVEN GOLORING. FABRIC WINDOW VALANCE SPEGIFICS: 5 FOLD W TABS AND VELCRO ATTACHMENT TO I X 4 NRAPPED BOARD. INDIGO Wf=1137 / LINEAR FEET EACH. FLAME RETARDANT AND SCOTCH GUARDED. SOURCE: KEL51E'S BLINDS PHONE: (40-1) 6q5-6631 GONTAG-Ft DAVID WRIGI-IT INSTALLATION: VENDOR PERFORMS INSTALLATION AND SITE MEASUREMENT. ROLL. DOWN FAE3RIG SHADES SPEGIFI05: LEVLOR, SHEAR VIEW SHADES GLIJTGH OPERATED. GREYSTONE 0-15 o 3k, OPEN. 56" X 60" FLAME RETARDANT AND SCOTCH GUARDED. 50UR6E: KELSIE'S BLINDS PHONE: (40-1) 6,-15-6631 CONTACT: DAVID WR161+T INSTALLATION: VENDOR PERFORMS INSTALLATION AND SI-FE MEASUREMENT. EXISTING RED 51 D I NG TO BE REPAINTED PAINT EXISTING "RED WALL." LAP SIDING AT ALL EXISTING INTERIOR LOCATIONS. FINISH: Ir'-I REPLACE EXISTING EDGE 4 CORNER TRIM WITFI I X MDF TRIM. FINISH: IP-I SEAL ALL SEAMS 4 CRACKS W/ LATEX CAULK PRIOR TO PAINTING. INTERIOR STAIN 4 FAINT LOGATI ON LEGEND LOCATION ST--I 5T--2 S T-3 5T-4 IP-1 IP-2 CEDAR PLANKS FIR TRIM BEAD BOARD (BELOW CHAIR RAIL) DRINK RAIL BIRCH VENEER PLYWOOD ON PLATFORMS r T RIM AAK T PLATFORMS OAK TRIM AT BAR T 4 G GEIL INGS CHAIR: RAIL A WOOD BASE WOOD WALL GAP V GROVE BOARD, WOOD TRIM, GYP. E30ARD WALLS, SOFFITS, GEILING5, RED 4 HALL SIDING (TYPIGALLY ABOVE CHAIR RAIL) DECORATIVE TRUSS -RUM Al AND SKYLITE`; NOTE: PAINTING SUBGONTP'AGTOR TO MATCH EXISTING STAIN FINISHES, ADJUST MIX FORMULAS AS RE0, UIRED. STAIN 4 FAINT SPECIFICATIONS ST— I BENJAMIN MOORE RED MAHOGANY PENETRATING STAIN #241-21. GUT 50% WITH MINERAL SPIRITS APPLY 3 GOATS OF BENJAMIN MOORS i 11GH-GLOSS BENWOOD POLYURETHANE FINISH #435. SAND DETWEEN GOATS. ST--2 BENJAMIN MOORE GULDEN OAK PENETi-'.ATING STAIN, 4241-68- APPLY 5 COATS OF BENJAMIN HIGH -GLOSS DENWOOD POLYURETHANE FINISH #435. SAND BETWEEN GOATS, ST—J BEN._IAMIN MOORE JA60DEAN 4241-6q (70%) PENETRATING MAIN AND BENJAMIN MOORE RED MAHOGANY #241-21 (30%) PENETRATING 5TAIN. APPLY 3 GOATS OF BENJAMIN MOORE HIGI-I-GLOSS BENWOOD POLYURETHANE FINISH #435. SAND BETWEEN GOATS. ST-4 MINWAX IPSWIGH PINE ##221 (-f0%) AND BENJAMIN MOORE PENETRATING `MAIN t#241-21 RED MAHOGANY (3096). APPLY 3 COATS OF BENJAMIN MOORE HIGH-651-055 #435 BENWOOD POLYURETHANE FINISH. SAND BETWEEN GOATS. IF -I INTERIOR PAINT: 5HERWIN WILLIAMS COLOR: CREAM, 1122 ECHELON ECRU, SATIN FINISH. IF-2 INTERIOR PAINT: 5HERWIN WILLIAMS COLOR: DOVER WHITE, SW (9385, SATIN FINISH - ONLY AT ATRIUM SKYL I FES AND RESTROOM CI_G5. I F— 5 INTERIOR PAINT: 5HERWIN WILLIAMS COLOR: BLUE 1-105G2UE, SW 678q, GLOSS FINISH, I F__- INTERIOR. PAINT: SHERWIN WILLIAMS COLOR: BALANCED BRIDE, SW -1037, SATIN FINISH. FREPARATICAN 4 AFFL I GAT I ON SPECIFICATION I. CLEAN SURFACES BEFORE APPLYING PAINT, SATIN OR OTHER. SURFACE TREATMENTS. REMOVE OIL AND GREASE PRIOR TO GLEANING. SCHEDULE GLEANING AND PAINTING OR STAINING 50 DUSK T AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON NET, NEWLY GOATrT> SURFACES. 2. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE GOATEE) IN AGGORDANGE WI'l TIIE MANUFACTURER'S INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. 3. STIR MATERIAL BEFOP-.E APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY - 5 I-IR AS REQUIRED DURING APPLICATION. DO NOT STIR SURFAGE FILM INTO MATERIAL. REMOVE FILM AND -IF NECESSARY, STRAIN MATERIAL E3EFORE USING. 4. U5E ONLY THINNERS APPROVED BY THE MANUFA(_-TI)RER: AND ONLY WITHIN RECOMMENDED LIMITS. 5. APPLY PAIN( OR STAIN IN ACCORDANCE WITH MANUFAGTURER AND ONLY WITHIN RECOMMENDED LIMITS. 6. DO NOT PAINT OR 5TAIN OVER DIRT, RUST, Sr.,ALE, GREASE, M015TURE, SCUFFED SURFACES, OR CONDITIONS DETRIMENTAL TO FORMATION OF A DUpABL_E COATING. 1. 5CHE7ULIN6 PAINTING: APPLY FIRST GOAT -1"0 SURFACES THAT HAVE BEEN CLEANED, Pf�'E-TREATED, OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRAG"FIGAL AFTER PREPARATION AND BEFORE 5UL35EOUEN"F SURFACE DETERIORATION. D. MINIMUM GOATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN THE MANUFACTURER'S RECOMMENDED SPREADING RTE. PROVIDE A TOTAL DR'r FILM THICKNESS OF THE ENTIRE SYSTEM I A5 A RECOMMENDED BY THE MANUFACTURER. INTERIOR FINISH 1=IRE GHARAGTERISTIGS FINISH MATERIAL GLOSS FLAME SPREAD FUEL- CONTRIBUTION SMOKE DEVELOPMENT PLASTIC LAM. --- 165 -- 135 EPDXY PAINT FINISH A 10 0 O LATEX FLAT PAINT A 5 O O GLAAT BOOTH UPHOLSTERYf FABRIC. A 5 --- 5 — NAUGAHYDE UPHOLSTERY FABRIC A --- --- --- BOOTH BACK UPHOLSTERY FABRIC A --- --- -`- BEAD BOARD PANELING G 76-200 --- --- GRAY BOARD B -15 --- --- V-GROOVE BOARD G _16-200 - - --- FRP PANELS G --- --- UNDER 450 ACOUSTICAL -FILE -- 25 --- 50 HARDI-PLANK LAP SIDING --- 0 O ROOM FINISH SGHFI�)ULE ROOM NAME FLOORS BASE WALLS GEIL IN65 NOTES X X w x ILI <� C ENTRY ® ® ® I 2 3 LOBBY ® ®® 0 0 0 ® 10 2 3 VESTIBULE: (RESTROOM) ` * 0 • ® 0 0 WOMEN ® 0 i ® - MEN • 0 0 *_ LOUNGE 0 4 ® ®® 0 12 3 BAR 0 ®® 0® ® I 2 a4�05 SERVICE BAR 10 ®® 0 0 • I 21' 3 4 5 STORAGE ® 0 ® • 12 3 '� BEVERAGE SERVICE 0 ® ® 0 ® I 2 3 DINING RM. 1 ® ® ® ® ® ® C 2 3) DINING RM. 2- 0 0 ! 0 101I 2 3 DINING RM, 3 0 ® ® 0 10 0 I 2 3— DINING RM. 4 ® ® . , ® I 2 3 ROOM FINISH SCHEDULE NOTES 1 SEE FLOOR PLAN, REFLEGTED CEILING PLAN, AND DETAILS FOR ADDITIONAL INFORMATION ON FINISHES, O PATCH, REPLACE, AND/OR ADD NEW FIN15PIES TO MATCH EXISTING A5 REGGIRED. O SEE SEATING 4 FURNISHINGS FLOOR PLAN FOR LOGA"FIONS OF NEW V-GROOVE BOARD. O FRP AT LOWER PORTION OF WALLS BEHIND EQUIPMENT. O TILE FLOORS TO TO BE SLOPED TO FLOOR DRAIN(5). ROOM FINISH SGHEIXLE <E)' FLOORS EXIST. EXISTING FLOOR FINISH TO REMAIN. PATGH/REPAIR/TOUGH-UP OR ADD NEW TO MATCH EXISTING AS REQUIRED. GPT CARPET TO MATCH EXISTING. GPT-1 CARPET FURNISHED BY OWNER AND INSTALLED BY OWNERS VENDOR. GOOOD. STYLE 4 MATERIAL W/ OWNER. NOTE: USE 50LID GOLOR CARPET AT STEPS, RISER, TREAD CONDITIONS AND ALLEY VESTIBULES. GOORD. MATERIAL AND STYLE W/ OWNER. 5VF 3" x 3" VINYL FLOORING (SIMULATED GONGRETE) FURNISHED 4 INSTALLED BY OWNER'S VENDOR: PROrvPE551VE FLOORING. SVF-I STRIP VINYL FLOORING (SIMULATED WOOD) FURNISHED AND INSTALLED BY OWNER'S VENDOR: PROGRESSIVE FLOORING. OT GUARRY "FILE FLOOR TO MATCH EXI9 FIND OT-1 QUARRY TILE DAL TILE 6" x 6" SINGLE ABRASIVE GOLOR: DIABLO RED OTOI GROUT: MAPLE ULTRA COLOR: BLAGK OT-2 6WARR'T' TILE UAL TILE 6" x 6" SINGLE ABRASIVE COLOR: ASHEN GREY OTO3 GROUT: MAPLE ULTRA COLOR: E31 AGK GT GERAMIG -FILE FLOOR TO MATCH EXISTING GT-I GERAMIG -FILE INTERRAMIGS 12" x 24" x 5/5" CENTURY GRIP COLOR: FG-3 COASTAL STONE, TERRA STONE GROUT: LATICRETE, GROUT JOINT MAX. 1/4" COLOR: #46 GUARY RED ORIENTATION: BASKET WAVE, PERPENDICULAR TO HALLS INTERAMIGS GONTAGT: SHERRY OEHLER. TEL: (866)-I-18-8453 EXT 4 FAX: (q41)-178-4600 NOTE: ALL DAL -TILE TO RECEIVE W`,TIONAL AGGOUNT PRICING, G.G. TO GONTAGT LOCAL DAL -TILE SALES SERVICE CENTER. AND REFERENCE THE FOLLOWING PRICE. REGORD NUMBER: "RED LOB5TAA" BASES EXIST. EXISTING BASE FINISH TO REMAIN. PATGH/REPAIPITOUGH-UP OR ADD NEW TO MATCH EXISTING AS REQUIRED. GB -I CARPET BASE -FURNISHED AND INSTALLED BY OWNER'S VENDOR. WB-I STAINED IX6 FIR WOOD BASE TO MATGH EXISirING. OTB QUARRY TILE BASE TO MATGH EXI✓TINE, OT15-1 OUARRY TILE BASE DAL TILE 6" x 6" SINGLE ABRASIVE COLOR: DIABLO F7.ED GROUT: MAPLE ULTRA, COLOR: BLACK CONT. COVE @ BOTTOM 4 IN51DE CORNERS. GONT. BULLNOSE © TOP 4 OUTSIDE CORNERS. OT15-2 OUARRY TILE BASE DAL TILE 6" x 6" SINGLE ABRASIVE COLOR: FAWN GREY GROUT: MAPLE ULTRA, COLOR: BLACK GONT. COVE @ BOTTOM 4 INSIDE CORNERS. CONT. BULLN05E ro TOP 4 OUTSIDE CORNERS. GT CERAMIC TILE BASE TO MATGH EXISTING WALLS EXIST. EXISTING WALL_ FINISH TO REMAIN. (EXCEPT AT AREAS DESIGNATED TO RELIEVE NEW V-GROOVE FINISH.) PATGH/REPAIR/TOUGH--UP OR ADD NEW TO MATCH EXI5TIN6 A5 �'.E0 IREE) BB/K5 EXISTING OR NEW REPLACED BEAPDOARD PANELING, STAINED 4 VARNISHED TO MATGPI EXISTING. VG NEW V GROOVE BOARD, PAINTED, IP-I FRP FIBI--RGLA55 REINFORCED PANELING: KEMLITE, COLOR: WI-II-TE. FRP-1 FIBERGLA55 REINFORCED PANELING: KEMLITE, COLOR: PEARL GREY NO. 48. WG VINYL WALL GOVERING FURNISHED BY OWNED-'., INSTALLED BY G.G. GPB GYPSUM WALL BOARD, PAINTED. CT GERAMIC HALL TILE TO MATCH EXISTING. GEILING5 EXIST EXISTING CEILING FINISH TO REMAIN. PATGH/REPAIRJrOUGH-UP OR. ADD NEW TO MATGH EXISTING AS REQUIRED. GpB GYPSUM WALLBOARD, PAINT EI.7. CMG GORRUGATED METAL GEILING, PAINTED AGT NEW 2 X 2 ACOUSTICAL LA'f IN CEILING FILE TO MATGH EXISTING. ACT-1 USG 2842-10-1 RADAR GLIMA.-PLUS ILLUSIC (TAUPE) 2' X 2' X 3/4" SHADOWL-INE EDGE. SUSPENSION D X 24 MAIN TEE (TAUPE COLOR) SYSTEMS D X 422 4' TEE (TAUPE COLOR) I? X 216 2" TEE (TAUPE COLOR.) M7 WALL MOl-DING (TAUPE COLOR) USG GONTACT: BOB PHONE: (888) 562-5"18q AGT-2 U5G 661T IORION GLIMA-PLUS (VINYL FACED) (WHITTE) 2' X 2' X 5/4" SaUARE EDGE. SUSPENSION D X 2.4 MAIN TEE (WHITE) 5Y5TEM5 D X 422 4' -TEE (WHITE) D X 216 2" TEE (NHITE) M-1 WALL MOLDING (WHITE) USG GONTAGT: BOB PHONE= (888) 562 ri78q NOTE: SUSPENSION SYSTEMS TO BE PAINTED TO MATGH GLG, TILE. LAMINATES PL-I NEVAMAR PLASTIC LAMINATE PRODUC-T: ES-6-2T "CHARGOAL E55ENCE" PL-2 NEVAMAR PLASITIG LAMINATE PRODUCT: 5-6-IT "BLAGK TEXTURED" DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE, 1050 ALTAMONTE SPRINGS, FL 32701 (407)834,2444 AAP000452 PROJECT: NO: 02025 t 1, (0�?J §JT Rt NEW BAR RETROFIT & REMODEL .STORE NO.848 SANFORD,FL ISSUE: DATE: FOR CONSTRUCTION: H-22-02 TYFIGAL OUTSIDE I$ INSIDE CORNER WALLS FINISH DETAIL INTERIOR WALL_ 4 GEILING FINISH MATERIALS IN GENERAL AGGE551BILITY AREAS SHALL BE GLA55 A, CLASS B, OR CLASS G. COPYRIGHT (0 20OZ - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIDRED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: A3* INTERIOR ELEVATION KE-r NOTES ELi lo'-O" A.F,F WF.F - — - ------------------- - ---- --- ELEV.. I '-I0" A.F.F.,i-, ELEV. 10'-0" A.F.F�,�_ ELEV. 5'-6" V.I.F. � ELEV. 12'-10" A.F.F. V.I.F. ELEV. 10'-0" V.I.F. e 2 k�h NTERIOR ELEVATION (g BAOK DAR 5GALE: 112" = I'011 11 c1111AI wlm"r)tljl- 2 EQUAL MOON5 20 - - --------- Vp. I r12 K0la Typ. A33 Q4 A-\, ozl / A r14: 3 A33 I A3 3 L ELEVATION ELEV. 12'-10" A.F.F.d-, ELEV. A.F!F. -(D Y.I.F. O -------(D 1/2" = I __ 0 ELEV, 5'-6 " A,f mF , =_11AI 1,1lxlr)nwr_ I HNDON Typ. D- ­_j 7 A .5 P q 7127 TYR Typ. C2 rib I 77 /, 1 13 —Ti K-3.3 o L —@T C21)-j I NTERIOR EVATION .... 1 ­11- Wlkl­wC 2 EQUAL HINL)C)H5 LE: 1/2" = r-O , -ELEV. A.F.F. ELEV. 12'-10" A.F.F. V. 1. F. ELEV. 10'-G" A.F.F. Ai� ELEV. 5-01111 I . 1�f­f­) I rt--) t-I t--\ I A -rl --,& I EXISTING AND/OR NEVI GREY BOARD TRIM TO MATCH EX15TIN6. EX15TIN& AND/OR NEW GREY BOARD PANELING To MATGH EXISTING. STAINED I X FIR SILL. SEE DETAILS ON SHEET A3.3. PAINTED 5/4" X 1 112" MDF TRIM. PAINTED "\/" GROOVE BOARD. STAINED FIR HOOP CHAIR FAIL TO MATGH EXISTING. O EX15TIN6 AND/OR NEVI STAINED BEAD BOARD V4AINSGOT PANELINC-, TO MATGH EXISTING. @) EXISTING AND/OR NEW STAINED FIR NooD EASE TO MATCH EXISTING. @ TRANSOM WINDOWS FIXED @ VARYING ANGLES. SEE DETAILS ON SHEET A53. 0!0 NOT USED, II LIGHTED LIOIJOR STEP. O.G. TO PROVIDE PONER GONNEGTION5 FOR 1_101JOR, STEP 1-10-PITINOE. GOORPINATE !11ITH OVINER- SEE DETAIL 5/A3.6. EXISTING P.O.S. STATION REIN57TALLED AT THIS LOGATION. 13 BAR. EGUIP. BY OWNER, IN5TL. b-( O.G. SEE SHEET E31.1. Ih 5TAINLE55 STEEL BAGKSPLASR 15 NEW OVERHEAD LIMOR STORAGE GABINET. COORDINATE KEYING WITH OVANEP., SEE DETAILS ON SHEET A3.4. (Db EXISTING AND/OR NEW GREY E30ARD TRIM TO MATGPI EXISTING. DI NEI/i SUSPENDED GLASS RAGK, PROVIDED BY OWNER AND INSTALLED BY G.G. 18 EXISTING HALL SCONGE TABLE LAMP. la MARRY TILE BASE. SEE DETAIL b/A3.6. INS -FALL NEW I X 4 FIR HOOD CASINO AT NEN OPENING. STAIN AND VARNISH TO MATGH GHAIR RAIL. 21 FplP BELON GOUNTERTOP5 AND BEHIND EQUIPMENT - TYP. SEE ROOM FINISH 5GHEDULE ON SHEET A5,1. NEI/i "GOA5TAL HOME" FENCE, SEE DETAIL I/A5.5. (23 O.G. TO INSTALL OWNER PROVIDED TELEVISION SET, GOORD, EXAGT REOUIREMENTS OF EOUIPMENT W OWNER. SEE DETAIL 4/A3.6. 314`x I" FIR "SILL" TRIM, (65 GLAD HOOD POST. 5EE DETAILS ON SHEET A33. GLAD V400D GORNER POST. SEE DETAILS ON 5HEET A5.5, (DI GLAD LONER PORTION OF P05F/JAi WITH FIR. SEE DETAILS ON Si ()b GLAD t,^00D JAMB. 15EE DETAILS ON SHEET A53. 0211 NEW MIRROR FROM TOP OF BOTTLE STEP TO BOTTOM OF LIO, UOR CABINET. LENGTH TO MATGH LENGTH OF BOTTLE STEP/LIQUOR GABINET. COORDINATE N1 OWNER SUPPLIED EQUIPMENT. NEW HEADER - SEE DETAIL 5/A53. &I BOOTH PENDANT LIGHTS. SEE SHEET A2.6. 02 NEW LOW WALL TO MATGH HEIGHT OF EX15TINO LOW WALL. @ EXISTINr, BOOTHS. I 111jimnnN INTERIOR ELEVATION , C_11&1 Wlhlnnvk_- amM 2 EQUAL NIKOOV,& : 1/2" = lk ELEV. 12'-10" A.F.F. ELEV. 10'-0" A.F.F. 111�7 —\/- __ — DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 8342444 AAJP000452 PROJECT: — NO:02025 5'-0" A.F.F. Tah t J1 o b NEW BAR RETROFIT & REMODEL STORE NO. 848 SAWORD, FL ISSUE: DATE: FOP, GOKSTRU6TION; 11-22.-02 r5'-INTERIOR ELEVATION SCALE: 1/2" % A� -) I COPYRIGHT (C) 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIBITED WHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES, SHEET: A . 2 x 4 BRAGING TO ROOF 5TRU6TURE ABOVE @ 4'-0' U.G. MAX. IIICE" A._ F. _ --- - -- - -- EXISTING GLG. GEILING, SEE FINISH SCHEDULE - T A3.1. 5i E SHEET —NEW/EXISTING GREY BOARD TO MATGH EXISTING. I� ��j--NEW GONT, HEADER A5 REQUIRED. LAY -IN GLG. LAY -IN GEILING, 5EE FINISH 5GHEDULE -'3 SEE SHEET A3.1. FABRIC TRANSOM WINDOIAI FIXED > {� z VARYING ANGLES SEE DETAIL 2/A3.3. HORIZONTAL MULLION m - '3 r LOUNGE L0E33Y W4" X I" FIR TRIM U P05T BEYOND r-I V.I.F. �/ t T ff --- 5/4" x 5" FIR SILL C�,(-I 2 x 4 FIR RAILS. `5T-I cv tra MDF FISH 5LAT5. IP-I iv ---I x FIR GLAD POST. ST-I I x I FIR 5 TOPS. Sr -I 2 x 4 FIR RAILS. 5r-C °v -FLOC FINISH AS SGHEDULED. SECTION @ TRANSOM WALL SCALE: /4" LAY -IN GEILING-� 10'-0" A.F.F. L�Y-IN GLG. GREY BOARD t (BOTH 51DE5) 5/4" MDF -TRIM IP-I - .. 3/4" MDF GASI cl! - ci'-2 I/8" 5/4" MDF TRIM EXISTING PARTITION WALL — - -- 1/411 SHIM SPACE 2X4VIP 5TUD i 5/4" MDF rF:IN IC IP-I -- (2) 2 X 4 ND STUDS 3/4" X I" FIR TRIM, BELOW S__DIJ SILL BELOW _ 10 J�M� 1�ETl� IL © PERFENI�) I G ` 3 & MI�P POST - UPPER) EXISTING PARTITION WALL - 1/4" SHIM 5PAGE 2X4WDSTUD I x FIR TRIM (2)2X4WD9 IAMB DETAIL FERPE (W/ E I R POST GYPSUM BOARD. GREY BOARD MOLDING. (BOTH SIDES) CIP-I �3/4" MDF TRIM IP-I 1/4" SHIM SPADE GONT. 2 X 4 1/4" SHIM 5PAGE 5/4" MDF TRIMCIP-I 5GALE: J" = F-O" ___2 x 4 BRAGING TO ROOF STRUCTURE ABOVE 4'-0" O.G. MAX. I 12'-10" A.F.F. EXISTING GLG, GEILING, SEE FIN15FI 5GHEDUL_E - 5EE SHEET A3.1 NEW/EXISTING GREY BOARD TRIM TO MATGH EXISTING. - NEW/EXISTING GREY BOARD TO MATGH EXISTING. NEW GONT. HEADER AS REQUIRED. 10' 0" A.F.F. - LAY -IN GLG. LAf-IN GEILING, 3 SEE FINISH 5GHEDULE - SEE SHEET A3.1. -- FABRIG TRANSOM WINDOW FIXED U° v I O x s . VARYING ANGLES SEE DE TAIL 2/A3 0. z HORIZONTAL MULLION! T -r'—i 5/8" A.F.F.- t.I.F. b - I x FIR SILL STAINED AND VARNISHED A33 _ TO MATGH CHAIR RAIL Sr -I GONT. 2 x 4 WOOD PLATE. NEW "V" GROOVE BOARD OVER 1/2" C'- " A F.F. '- O - - i GYP. BOARD. (BOTH 51DE5) IP-I V.I.F. J h NEw 2 x 4 STUD 1AIALL A3'3 NF-W FIR GHAIR RAIL TO MATGH EXISTING (BOTH 51DE5) 5T-i PROVIDE 2 x 6 BLOGKI NG. .�� TABLE BASE AND "TOP I2ININC� #2 LOUNGE _F=- I I NEw STAINED BEADBOARD PANELING I OVER t/2" GYP. BOARD. I II (BOTH SIDES) ST I GON-T. TILE I I NEw I X FIR BASE TO MATGH EXISTING. ST-I BAGKER BOARD �\` I NEW 3/4" BIRG+I VENEER DEGK TO 12" A.F.F. I I ON P.T. 2 x 6 SLEEPERS c� 16" O.G. GOAS"rAL TILE I - NEW I x 6 FIR BASE WITH 3" X AND BASEI ,y 5/4" OAK N051NG TO MATGH EXISTING, ST-I FLOOR. COVERING PER 56HEDULE ON SHEET A3.1. v--- (VERIF f WITH FURNITURE DIMENSION) GONT. 2 X 4 P.T. 1A100P PLATE. CCFARTITION SEGT10N L�2UNOE WALL ALE. 5/4 I' O' 1/2" GYP. BOARD I x BLOGKING AS REQUIRED GROOV BOARD Ip-I 5/4" MDF TRIM(_ RIM IP-I 1/4" SHIM SPACE 5/4" MDF TRIMCf'-I GTION 5GALE: 3" 1/2" GYP. BOARD I x BLOCKING AS REWRED BEAU BOARD FINISHED TO MATGH EXIST. Sr -I I x FIR TRIM �T-I 1/4" 5HIM 5PAGE I x FIR TRIM ST-I �iTERSEGTI ON SGALE: 3" "V" GROOVE__ BOARD IP-I 5/4 X 1 1/2/" , MDF TRIM`\ ' 3/8" SHIM 5F I X BLOCKIN( AS REQURRD1 51LL BELOW 1/4" SHIM 5PAGE 2 X 6 WD. PLATE AS REQUIRED -- �SILL I 1/4" SHIM 5PAGE 2 X 4 VID. PLATE REGUIRED I/2" GYP. pOARD. 2 x 4 BRAGING TO ROOF STRUCTURE c" ABOVE g 4'-0" O.G. MAX. I 12'-10"V.I.E. / l X15TING GEILING. — EXISTING GREY BOARD TRIM. EXISTING GREY BOARD. NT HEADER NEW GO AS REQUIRED. — ~ LAY -IN GLG. GEILING, SEE FINISH 5GHEDULE - A3.3 I SEE 51-IEET A3.1. I �. _ J J FABRG TRANSOM WINDOW FIXED > 0 O VARYING ANGLES SEE DETAIL 2/A3.5. < Z z�Z HORIZONTAL MULLION , '-7 5/b" A.F.F. V.I.F. g A33 _ 1 x FIR SILL STAINED AND VARNISHED TO MATGH 6HAIR PAIL 5'-0" A.F.F. - - GONT. 2 x 6 WOOD PLATE. NEw "V" GROOVE BOARD OVER 1/2" II J GYP, BOARD. (BO-T�I SIDES) Ip_C A33 EXISTING 2 x 6 STUD WALL NEVI I x 6 FIR GHAIR RAIL TO MATGH EXISTING. 5T-I 2 I N I N0 R00M /— TABLE BASE AND TOP LOUNCvE EXISTING TABLE AND BASE. -1 T - - - II I I NEw STAINED BEADBOARD PANELING I I I OVER 1/2" GYP. BOARD. I I I (BOTH SIDES) EXISTING LOW 1^IALL. ST-I I I 1 1 GONT. 2 x 6 P.T. WOOD PLATE. II I II -NEw 800TH PLATFORM. II I I EXISTING FLOOR\ COVERING. I _ /_C OODULE ONSHEET A3.1. R EXISTING PARTITION WALL 2X WD END BLOGKING AS REGUIR.ED BLOCKING AS REQUIRED 5/4" X 1 1/2" MDF TRIM IP-I 5/4" MDF CASING TRIM IP-I (2) 2 X 4 ND 5TUD5 1/4" SHIM SPACE 5/4" MDF TRIMCD I X FIR SILL SrAIN1ED VARNISHED TO MAT61-1 CHAIR RAIL 3/4 X 1 1/2" MDF -TRIM "V" GROOVE BOARD IP-I WOOD S-rUD PARTITION! WALL SCALE: J" = I'-U I X FIR SILL STAINED a VARNISHED TO MATGH CHAIR PAIL ;r 3/4 X 1 1/2" MDF TRIM IP-I GROOVE BOARD IP-1 WOOD STUD PARTITION WALL 3/4" MDF TRIM IP-I 1/4" SHIM SPAGI SILL BELOW 5/4" MDF TRIM IP-I 1/4" SHIM SPAG 5/4" X I" FIR TI BELOW ST-I 1/4" SHIM SPAGE I x FIR TRIM�� /"IVERT. FIR P ON DETAI ❑I `;GALE: 5/4" = 1'--0" 2 X 4 ND STUD 1/4" SHIM SPAGE 3/4" MDF TRIM IP-I 5GALE: 3" (2)2X4WDPOST 1/4" SHIM SPAGE 5/4" MDF TRIM SCALE: 3" = 1'-0" - GTR. ROUND GONT. WD STOPS 5T-I BLUE TRANSLUCENT PATTERNED FABRIC INSERT -IX2 FIR - - TRANSOM FRAME, FIXED IN DIMEN510N VARIES -VERIFY LENGTH IN FIELD ,_ I'LAGE 5T-I - - _.— SEGTION "AA" QTR. ROUND GONT. WD 5T0P5 5T-I BLUE TRANSLUGENT I PATTERNED FABRIG INSERT —� - A ---- DDIMENNON VARIES -VERIFY LENGrII IN FIELD ELEVATION NSOM WINDOW DETAIL 5/4" MDF TRI SILL BELOW 1/4" SHIM SP/ MITERED SE/ 5/4"XI"FIR BELOI^l 2L�" 45° GORNER VERT. PC, (W/ MDF POST UPPE I x FIR TRIM �( 1/4" SHIM SPACE MITERED SEAM. 45° CORNER VERT. POS (W/ FIR POST SILL" BEL 5/4" MDT IP-I I x FIR TRIM. F; T-1 1/4" SHIM (2) 2 X 4 ND P05T 5/4" X 1" BELOW 1/4" SHIM 5PAGE. OUTSIDE 5GALE: 3" 12'-10" A.F.F. - - - -- _ V.I.F. IX4 FIR TRANSOM EXISTING GEILING. - - FRAME, FIXED IN PLAG.E S r-I GREY BOARD TRIM TO MATGH EX15 rING. MITER G0RNER5 GREY BOARD INSTALLED OVER 1/2" GYP. BD. GYP. BD. TO BE PAINTED FLAT BLACK PRIOR TO INSTALLATION OF GREY BOARD. - - II'-4 I/8" A.F.Fr-- V.I.F. GREY BOARD TRIM TO MATGH EXISTING. - - - - T GTION NEVI HEADER MITERED SEAM. 3/4" MDF -TRIM IPi (2) 2 X 4 I^ID POST 1/4" SHIM SPACE 3/4" MDF TRIM-1 SCALE: 3" = 1'-0" MITERED SEAM. I x FIR TRIM CST -I (2) 2 X 4 IAID POST 1/4" SHIM SPACE I x FIR TRIM ST-I SCALE: 3" = 1'-0" N` 112E GORNER 5/41, X 3/4" MDF TRIM IP-I (2) 2 X 4 wD POST 1/4" SHIM SPAGE 1/2" SHIM SPACE 3/4" MDF 'TRIM IP-I ST i)ETAI L (IJEFER 5GALE: 3` = I'-O" 2 X 6 WOOD 51-UD FRAMING p 16" O.G. A5 REOUIREU, NEw 2 X HEADER AS REQUIRED. GEILING - SEE FINISH 5GHEDULE - SHEET A=3.1, GREY BOARD TRIM TO MATGH EXISTING. 1/4" 5HIM 5PAGE �� II'-10" A.F.F. �r V.I.F. 1 1/2" = 1'-0 DESIGN THREE ASSOCIATES 815 ORIFNTA "E. SUITE 1050 ALTAMONTI- SPRINGS, F'L 32701 (407) 834.2444 AAP000452 RR0JEC : NO:0 02S a t ® j �g NEW BAR RETROFIT & REMODEL STORE NO. 848 SANFORD,FL ISSUE: DATE: FOR GONSTRUGTION: II-22-02 _ Ow — COPYRIGHT (o 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND UEVELOPEU. REPRODUCTIONS, CHANGE OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: . 0i 0 C) • Rj Lr� Ln d C, cv CV CD U1 "U cr I m <1 L0 (U 0 / u / OD I -G L G C (O CfJ Lu (fi CC) C) —1 0 CC U� .T., u ua C, L C1 I i ra =J Fl CC W cr Li C!J lo'-OH A.F.F. GEILING, SEE FINI5H 5GHEDUI_E - SHEET A3.1. — STOR/ FRP OVER 1/2" PLYWOOD. BASE TO MATGH EXISTING. FLOOR GOVERING PER. FIN ON SHEET A3.1. TYF 4'-0" A.F.F. PARTITION SECTION A3 3 SIM. \ 771I SEALANT (BOTH 51DE5) — TABLE BASE AND -TOP l Z-b" A.F.F. 2 x 8 5-rUD FRAMING @ 16" O.G. 1/2" GYP. BD. (BOTH I STAINED BEAD BOARD OVER 1/2" BOARD TO MATGH EXISTING. (BOTH SIDES) I I x 6 STAINED FIR BASE l-O 5 D MATGI-f EX15T. (BO fl i SIDES) _ 5T-I --- ` i I TYF. SECTION 12 E E3OOTH 15 A3.3 5-0" A.F.F. — — — GROOVE BOARD OVER 1/2" GYP. BD. IP-I I x 6 STAINED FIR GHAIR RAIL TO MATGH EXIST., 2 x 4 STUD FRAMING------__- 161, O.G. STAINED BEAD BOARD TO MATGI.1 EX15T. OVER 1/2" GYP. BD. I x 6 STAINED FIR BASE TU NIA"fGf 1 EX15T. ST-I -� FLOOR GOVERING PER FINISH SCHEDULE ON SHEET A3.1. 2 x 4 P.T. WOOD PLATE KITH 1/2" EXP. BOLTS a 24" rc�T`YP. LOW-1NAL.L SECTION A,3.4 SGALE: 5/4" = 1'-0" GONT. 2 X 4 TOP PLATE. ji-Ol'-10" A.F.F. GEILING, SEE FIN151­15GHEDULE - SHEET A3.1. GREY BOARD TRIM TO MATGH EXISTING, ,vPEY BOARD INSTALLED OVER 1/2" GYP. BD. PAINT GYP. BD. FL_F 1- BLAGK PRIOR -1-0 NSTALLATION OF GREY BOARD. HORIZONTAL- GREY BOARD TRIM ro MATCH EXISTING. 2 X 4 STUD FRAMING ® 16" O.G. "V" GROOVE- BOARD OVER 1/2" GYP. Bp. IP-I I x 6 STAINED FIR GHAIR RAIL TO MATGH EXIST. ST-I STAINED BEAD BOARD OVER 1/2" GYP. BOARD TO MATCH EXISTING. ST—I I X FIR BASE TO MATGH EXISTING. 5T-I FLOOR COVERING PER FINISH SCHEDULE ON 51-IEET A3.1. 2 X 4 P.T. HOOD PLATE WITH 1/2" EXP. BOLTS @ 24" O.G. SCALE: 5/4" = 1'-0" WINE -BOAT -WINE DEGOR BEYOND. SEE DETAIL 4/A3.5. GROOVE BOARD OVER 1/2" GYP. BD. IP-I I x 6 STAINED FIR GHAIR RAIL TO MAT61-1 EX15T. NOTCH AT -TABLE -FOPS AS REQUIRED. ST_I 2 x 6 BLOGKING FOR -TABLE BASE. LOCATION DEPENDS ON BASE TYPE. II II 2 x 6 BLOGKING FOR TABLE BASE i� AS REQUIRED. LOCATION DEPENDS ON BASE TYPE AND ATTAGHMENT POINTS. I --FLOOR COVERING PER FINISH I I S, I,HEDULE ON SHEET A3.1. --- --- 2 x 8 P.T. HOOD PLATE WITH 1/2" EXP. BOLTS a 24" O.G. -P-10" A.F.F. -- - V.I.F, GEILING, SEE FINISI- 5GI.lEDULE - SHEET GREY BOARD TRIM MATGH EXISTING. GREY BOARD INST PLYWOOD. G'YP. B PAINTED FLAT BLF INSTALLATION OF RE VE I x 6 STAINED FIR EXIST. S1- STAINED BEAD BO 1/2" GYP. BOARD -1 EXISTING. ST-I I x 6 FIR BA5E TO EXISTING. 5T-I FLOOR GOVERING ON SHEET A3.1. 15 A3.3 I "V" GROOVE BOARD OVER - 1/2" GYP. BD, I x 6 STAINED FIR GHAIR RAIL TO MATGH EXIST. -ST-I STAINED BEAD BOARD TO MATGH EXISTING OVER%2" GYP. BD. I 2 x 4 STUD FRAMING @ 16" O.G. y BOOTH 5EAT - ---'- � I x 6 STAINED FIR BA5E TO MATGH EXI5T. r-I --- FLOOR GOVERING PER FINISH- 56HEDULE ON SHEET A3.1. -- w 2 x 4 P.T. HOOD PLATE WITH 1/2" EXP. BOLTS © 24" O.G. -- LOW -WALL SECTION a FLATFORM l A=i 4 SCALE: 3/4" = TYF. NEW PARTITION SECT "4" SHIM SPAGE x FIR SILL STAINED AND /ARN15HED TO MATGH :HAIR RAIL. ST-I V" GROOVE OVER /2" GYP. BD, IP-I x 6 FIR GHAIR RAIL FIN15FIEp f0 MATGH EX15-1­.(5T-1 'ROVIDE 1/2" GYP. BOARD BEHIND BOOTH BEAD BOARD AT ALL OTHER LOGATION5 - -IATGH EXISTING). STAINED BEAD BOARD OVER 1/2" GYP. BD. -0 MATGH EXISTING. ST-I 30OTPI SEAT 2 x 4 STUD FRAMING 16" O.G. x 6 FIR BASE FI ISHED TO vIATGH EXIST ST-I FLOOR GOVERING PER FINISH SCHEDULE ON SHEET A3.1, GONT. 2 x 4 -TOP PLATE. II'-10" A.F.F. - V.I.F. CEILING, SEE FINISH SCHEDULE - SHEET A3.1. GREY BOARD TRIM TO MATGH EXISTING. GREY BOARD INSTALLED OVER 1/2" GYP. BD. PAINT GYP. BD. FLAT BLAGK PRIOR TO INSTALLATION OF GREY BOARD. HORIZONTAL GREY BOARD TRIM TO MATGH EXISTING. NEW 5/4" x 1 1/2" MDF TRIM. 2 x 4 STUD FRAMING 16" O.G. LOBBY GROOVE BOARD OVER I/2" GYP. BD. IP-I I x 6 STAINED FIR GFIAIR RAIL TO MATGH EXIST. ST-I STAINED BEAD BOARD OVER 1/2" 6-rP. BOARD TO MATGH EXISTING. 5T-I I x 6 FIR BASE TO MATGH EX157'ING. ST-I FLOOR GOVERING PER FINISH SCHEDULE ON SHEET A3.1. 2 x 4 P.T. WOOD PLATE WITH 1/2" EXP. BOLTS © 24" O.G. LOW -WALL SECTION 15 A3.3 - - - j 4'-O A.F,F. I "V" GROOVE BOARD OVER 1/2" GYP. BD. I x 6 STAINED FIR GHAIR RAIL TO MATGH EXIST.- ' 5T-I / 2 x 4 STUD FRAMING -- © 16" O.G. FRP OVER 1/2" PLYr1OOD BEHIND EQUIPMENT ONLY. (BEAD BOARD PANELING AT ALL OTHER LOGATIONS FIN15PIED TO MATGH EXISTING). v QUARRY TILE AND BASE. --. 2 x 4 P.T. HOOD PLATE NI`FH/ 1/2" EXP. BOLTS ® 24" O.G. STAINED BEAD BOARD TO MATGH EXIST. OVER GYP. BD, I x 6 STAINED FIR BASE TO MATGH EXIST. ST-I LOW --WALL SECTION 4" = I'—o" SCALE: z�/4" _ CONY, 2X6 TOP PLATE - 10'-O" A.F.F. ` - W.F. [� LAY -IN GEILING. ---- - GREY BOARD TRIM TO MATGH EXISTING. GREY BOARD PANELING INSTALLED OVER 1/2" GYP. BD. PAINT GYP. BD. FLAT BLAGK PRIOR. -1-0 INSTALLATION OF GREY BOARD. -- --- GREY BOARD TRIM TO MATGH EXISTING. - -- 2 X 6 STUD FRAMING, © 16" O.G. - - NEW "VI' GROOVE — BOARD. IP-I LOUNGE 5'-0" A.F.F. 1 _ V.I.F. `r I x FIR SILL To MATGH EXISTING. C: 5 --1 5/4" X 1 I/2" MDF TRIM. C IP-I - NEW " V" GROOVE -- -- BOARD. I i'-_() 2 x 6 STUD FRAMING cp NEN CHAIR RAIL - -- -� TO MATGH EXISTING. SD PROVIDE I/2" GYP. BOARD BEHIND BOOTH (BEAD BOARD / AT ALL OTHER. LOGA TION5 - MATGH EXISTING): - NEN BOOTH SEAT Q GONT. P.T. 2 x 6 PLATE. -..--- --___ VT''P.- NEN PARTITION SEGTI( GYPSUM BOARD g HALL. 24" FLUORESCENT FIXTURE (F--I). 1/2" DIA. f{ TREADED ROD HANGER, LOGKNU-T � HASHER 36" O.G. MAX. TO 5TRUC PURE ABOVE. - 2 x 4 HOOD BLOGKING. ---- _ lo'-O" A.F.F. BLOGKIf1G. V I F LAY -IN TILE GEILING I x 6 FIR TRIM. -- I x FIR FAGS FRAME t> DOOR.._ ALL INTERIOR 5URFAGE5 PLASTIC, LAMINATE FINISH. PL-2_ - - ---- �t m 3/8" DIA. OAK DOHELS, CLEAR m POLYURETHANE FINISH TYPICAL. -' - 1/2" GLEAR LAMINATED OLA55 SHELVES.— 4" HIRE PULL 4 KEY LOGK, �- r P.T. I x b -- BLOCKING. COORDINATE IV ONNER. --- w i 24" FLUORESGENT FIXTURE LAY -IN HHITE EGGGRATE DIFFUSER, 3/4" PLYWOOD, ALL EXPOSED BAR SURFACES PLASTIC LAMINATE FINISH. PL-I --- - NEN MIRROR. - - --�� LIGHTED LIQUOR STEP. -- \ 3 - i A.F.F. MAX. _ V.I.F. 1^U EQIP. DIMENSIONS NEl^l BAR EQUIPMENT SUPPLIED \ BY OWNER. SEE SHEET BI.I j u FOR EQUIPMENT SCHEDULE. FRP OVER PLYWOOD UNDER AND I \9 BEHIND EOUIPMENT ONLY. (BEAD BOARD PANELING AT ALL OTHER LOGATIONS) -- -J~ CONY. PILE BAGK_ER E30. AT 12" A,F,F. — - --- __ QUARRY FILE FLOOR 4 BASE. L I OUOR GABINET ION @ (BACK 3AI - ----------- `---- LA`Y--IN CEILING. �_- - -- ___----GREY BOARD PANELING INSTALLED OVER 1/2" GYP. BD. PAINT GYP. BD, FLAT BLAGK PRIOR TO INSTALLATION OF GRE-'( BOARD. GREY BOARD TRIM. --LIQUOR GABINET BEYOND. BEVERAGE y SERV I GE V GROOVE BOARD OVER 1/2" GYP, BD. --I x 6 FIR CHAIR RAIL FIN15HED TO MATGH EX15F. ST-I j ------FRP OVER 1/2" PLYWOOD UNDER / NEH 5/5/ GOUNTER ONLY. (BEAD BOARD PANELING AT ALL OTHER LOGATIONS FINI5HED TO MATGH EXIS r.) GONT. TILE BACKER BOARD TO 12" A.F.F. QUARRY TILE FLOOR 4 BASE. 5EKVIGE BA NOTE: * ALL HOOD PORTION OF GABINET TO BE 5T-I. G.G. TO FABRIGATE � INSTALL LIQUOR GABINET. VERIFY GLG. HEIGHT PRIOR TO FABRICATION. * G,G. TO VERIFY LOCATION OF EXISTING HVAG DUGT 4 TO REVISE SUPPORT SUPPORT DETAIL AS REQUIRED TO AVOID DUGT HORK. # G.G. TO USE HEAVY DUTY METAL GLIP5 FOR GLA55 SHELVES. -�--I x FIR STAINED. CONT. P.T. 2 X 6 PLATE. OUNCE SCALE: 5/4" _ DIA. OAK DONELS, CLEAR POLYURETHANE FIN15H TYPIGAL. 4" DRA55 HIRE PULL - BRA55 KEY L_OGK 1/2" GLEAR LAMINATED 6L ASS SHELF. - i x 4 FIR FA5GIA BOr_\RD. ~~ '' 24" FLUORE5GEN T FIX-FuRE (F--1), 3/4" x 3-I/2" HD —T—r- BLOGKING. 3/4" x 2-1/2" FIR -TRIM. 3/4"=1 O„ GYPSUM BOARD ® HALL. 1/2" DIA. THREADED ROD HANGER, LOCKNUT R NASI ER 36" O.G. MAX. TO STRUCTURE ABOVE. 2 ! 4 HOOD 10'-0' A.F.F. V.I.F. ,r LAY -IN TILE GEILING— IX6FIR TRIM I x FIR STAINED. -- ALL INTERIOR SURFA E5 PLASTIG LAMINATE FINISH. PL-2 --- ALL INTERIOR SURFAGE5 PLA5-r1C LAMINATE FINISH, (,i P: T. I x 6 - BLOGK I NG. -' P.T. I x 6 _ 24" FLUORESCENT FIXTURE (F- (). BLOGKING. ....t . LAY -IN HHITE EGGGRATE DIFFUSER. -- I _h, -- 5/4" PLYWOOD, ALL EXPOSED BAR 5URFAGE5 PLASTIC LAMINATE / �o FINISH, NEW MIRROR. LIGHTED LIQUOR STEP. -- - -- / V�W/ E01P. DIMEN51ON5 I NEW BAR EOUIPMEIIT SUPPLIED sl BY OWNER. SEE SHEET BLI / IL FOR EQUIPMENT SCHEDULE.---J� I Q It ' ll FRP OVER PLYWOOD UNDER AND BEHIND EQUIPMENT ONLY. (BEAD BOARD PANELING AT ALL OTHER LOCATIONS) �- GONT. TILE BACKER BD. AT 12" A.F.F. -- QUARRY TILE FLOOff BASE. Tz - / A3.6 WINE GAE3INET SECTION @ (3AGK BAD) `;GALE: DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 AL TAMONTE SPRINGS, FL 32701 (407) 834,2444 PROJECT: NO: 02025 NEW BAR RETROFIT & REMODEL. .STORE NO. 848 SANFORD, FL ISSUE: BATE: FOR GONSfRUGTIONt 11-22-02 COPYRICHE r„J 2002 - DESIGN THREE ASSOMTES RESERVES ALL RIGHI'3 FOR WHICH THESE DOCUMENTS WERE URIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIENTED WITHOUT WRITEEN PERMISSION FROM DESIGN THREE ASSOCNTES. SI—IFFY: A3.4 R} r� CAJ r- Ln T� 0 �61 Lcl CV CD C C, ZE cJ) v u-� I Cr7 c1 L0 CV c, Cll O O.J / cn �•:r cx� I a �c To cri / w cn m a J CT w CC cl- v� LJ �a I / U LZ. ` C— CU L CD EXISTING WALL I NDO1N HEADER _TF1 I EXISTING/NEW HINDOVI TRIM FABRIC VALANGE BY OWNER'S VENDOR. EXISTING ROLL UP BLIND. EXISTING WINDOW 5GALE: 3" NOTE: DOORS 4 REQUIRED HARDWARE, FURNISHED 4 INSTALLED BY G.G. UNLESS NOTED OTHERWISE. PAINTED EXTERIOR FAGS OF EXTERIOR DOORS, STAINED AND VARNISHED INTERIOR FAGS OF EXTERIOR DOORS AND BOTH SIDES OF VESTIBULE DOORS. IF ALL NEW HARDWARE 15 REQUIRED, FIN15H SHALL BE BRONZE. IF SUPPLEMENTING EXISTING HARDWARE MATGFI EXISTING. EXIT DEVIGE ON IN51DE — LOBSTER GLAW DOOR PULLS PROVIDED BY OWNER. G.G. TO PROVIDE BAGK PLATE (FINISH -TO MATGH EXISTING INTERIOR DOOR HARDWARE) i INSTALL PULLS. �- 1-5/4" SOLID FIR WOOD DOORS (PAIR) W/ U LITE INrEGPAL GLAZING ff 2 VER TIGAL PANELS. NORD IOcIO5 (1 3/4"- 11c`144) OR EQUAL. - KIGK PLATE (FUSH SIDE OF DOOR ONLY). F XTr I )R VFF 5TI RULE DOORS #510 SLUSH MACHINE N I ( H, I SOMETRI G C%7Y TWO PLATES THIS 51ZE FOR` PUBLIC AS SHOWN, THE OTHER 51MILAR FOR "MEN". 1/52" RAISED LETTERS AND OPAPPI165 (COLOR: BROWN) .04-1 ALUMINUM BAGKPLATE ON I/8" AGRYLIG BAGKPLATE (COLOR: ALMOND) SEGURE WITH VTM DOUBLE FAGS TAPE. 1/52" GRADE II BRAILLE TO — GONFORM -TO SPEG. 8OO NATIONAL LIBRARY SERVIGE LIBRARY OF GONGRE55. 516N TO BE LOCATED ON LATCH 51 DE OF DOOR - GONFIRM WITH OWNER. COMPANY: DOOR NAMEPLATE GOMPANY 28u5 215t AVE. NORTH ST. PETERSBURG, FLORIDA 33T15-4205 / (515) 32-7-14-12 PRODUCT NO: 5A1-66-A<5I-1 DESGRIPTION: DOOR NAMEPLATE GOMPANY RELIEF (TR) SYSTEM EXTERIOR DOOR HARDNARE 3 PAIR MGKINNEY BUTTS 4 1/2" x 4 1/2" TA2314. I SGHLAGE DEAD BOLT B250RD 2 3/8" B.S. PROVIDE ADAPTER RING. 2 NORTON GLOSER 8384 WITH UNITROL DOOR GONTROL #UN18300 COLOR 6'al. USE HEX BOLTS TO ATTA61-1 THROUGH DOOR. I PEMKO THRESHOLD 22-(A-6 -12" I PEMKO DOOR SEAL 5bbP 2 VON DUPRIN EXIT DEVIGE cfc12-IEO 313AN 3' I PEMKO DOOR BOTI-OM5 1132(lPH I WEATHER SEAL BY NATIONAL GUARD #136PDKB VESTIBULE DOOR HARDNARE :L[IFtI l�=ctrrTc4*rr 2-FTOP.TON-G�L75Er: Y�3f��F-WITF{-UNiTI<'.C3�DOOF'.— GONTROL HUN183OO COLOR 6aI, USE HEX BOUTS -TO LTTA<,H Tj:V,0[)r-)H L2 i-FrATFrF>��CUP-PIJCCS -- 3rI2'" x I;" FU-BE^!C CEI7-EDGES7 (DON-_IO MGF., ING. OR EOUALL_ NEW STUD WALL. — NEW "V" GROOVE E30ARD 1/2" PLYWOOD. HE DET SCALE: 3" K I C,< PLATES /_ F'USH PLATES KICK PLATE: 6" x 34" WITH BEVELED EDGES (TYPIGAL SIZE). (DON-JO MGF., INC. OR EQUAL) PUSH PLATE: 3 1/2" x 15" WITH BEVELED EDGES (TYPIGAL SIZE). (DON-J0 MGF., ING. OR EQUAL) EXTERIOR ESR.E55 DOOR HARDWARE 1 1/2 PAIR MGKINNEY BUTTS 4 112" x 4 1/2" TA2-iH (U532D) I 56HLA6E DEAD BOLT B250PO 2 3/6" B.S. PROVIDE ADAPTER RING. I NORTON GL05ER 8384 WITH UNITROL DOOR CONTROL #UN18300 GOLOR 6c11. USE HEX BOLTS TO ATTAGH THROUGH DOOR. I PEMKO THRESHOLD 2-10A I PEMKO DOOR SWEEP 515AN I PEMKO DOOR MEAL S88D I EXIT ALARM LOGK, DETEX SERIES 50 1/2" PLYWOOD. NEW "V" GROOVE BOARD SLUSH MA(2H I NE 1/2"=1 L ni ii�u ail G CEILING 12" 24, 2.4° 12" n F-ci PENDANT FIXTURES LOBSTER -TANK.. - FRONT LOBSTER TANK L I &HT I NCB DETAIL NEW LAMINATE. NEW LAMINATE. HOST SCALE: 3/4 " = 1'-0" APPLY BEAD BOARD IN FIELD TO FRONT � 51DE OF EXISTING H05TE55 STAND. APPLY I x 4 FIR TRIM @ GORNERS, BOTTOM END. _ T -I NOTE: ALL EXPOSED LAMINATF SURFAGES ARE TO REGIEVE- NEW PL-I LAMINATE. UNLESS THE EXISTING LAMINATE 15 L-I FIR 4 BEAD BOARD STAIN 4 KNISH TO MATCH EXISTING FINISHES ST-i . SEE ROOM FINISH SGHEDULE ON SHEET A3.1. STATION (REFINISHING DETAIL) 5GALE: r- r- m ELEVATION NOTE: ALL WOOD 15 FIR 12'-0" V.I.F. SAILBOAT DECOR (INSTALLED BY GONTPAGTOR) SAILBOAT DEGOR (INSTALLED B•f GONTRAG-rOR) REGESS FOR WINE BOTTLE. \ 12'-0" V.I.F. FLAN FOR REFERENGE ONLY PROVIDED BY OWNER (COMPLETELY FINISHED BEFORE SHIPPIN60 INS TALLER BY GENERAL GONTRAGTOR. * FOR LOCATION, REFER TO FLOOR PLAN �\ WINE PORT VINE D15FLAY ILE30AT DEGOR POND. in WINt BOTTLE REGE55 c BEYOND. END MEIN ELEVATION 5GALE: 1 1/ 2" 1'-0" DESIGN THREE ASSOCIATES 815 ORIEN'TA AVE. SUITE 1050 AL TAMONTE SPRINGS, VL 32701 (407) 8842444 AAPOOOAS?, PROJECT: ��� NO:02025 NEW FINISHES.Im1'-""' NEW BAR RETROFIT &a REMODEL. NEW STUD STORE NO. 848 WALL. SANS'®Rv,1~ ISSUE: DATE: NEW "V" GROOVE FOP. GONSTRUGTION: 11-22-02 BOARD 1/2" PLYWOOD. 5GALE: 1 1/2" = 1'-0" NOTE: G.G. -TO VERIFY LOCATIONS OF EXISTING PLUMBING LINES, ELEGTRIGAL WIRING, ETC. IN EXISTING WALL BEFORE GUTTING. COPYRIGHT (D 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED V(II}{UUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. SHEET: - A3*5 SGREW FLANGE TO BLOGKING RINra FL SUPPLIED WITH GL/ RACK (TYPIGAL Al FINISHING FLANGE GENTER LOW VOLT REGE55ED CAN FI) OVER GLA55 RAGI SHOWN. 1-1/2" GLA55 RAGi< FURNISHED BY ONI` INSTALLED BY G.G. 6'-5" A.F.F. GLASS RAGK. BAR 51 DE i I I ELEGTRIGAL GHA5E L MODULAR BAR DIE 6EVERA6E LINE CHASE i (COMPLETE FRONT A6GE55) OUTLINE OF EGUIPMENT. - HOT 4 GOLD WATER LINES I � 2x4 CLEAT PLUMBING CHASE GONT. P.T. 2 x 4 PLATE ATTAGHED TO EXIST. GONG. SLAB W PWNER ACTUATED FASTNER5 @ 24" O.G. SET DIE 5TRUG'TUIRE ON FULL BED OF ASPHALT MASTIC � BEAD SIZE: 5/4" x 1/2". r I QUARRY TILE FLOOR AND b BASE A3 CU C� r� U7 I T, CV 1 I Cc� I E cv I l o 1 1 -U I cn - � Q I RI i ) r� / co �r cry I CD C Cr] 1 � U) ['L1 O J a LLJ CL I U) __1 U [y CD C._ Q_ SEGTI ON �� BAR PATRON SII * GLASS RAGK 15 CENTERED LEFT TO RIGHT (LONG AXIS) OVER (IGE BIN BELON). * 6LA55 RAGK 15 GEMTERED FRONT TO BAGK OVER BAR 'TOP. 6ASS RA(GK DETAIL m OF BAR -TOP 12" APPROX. _OGATION OF -ON VOLTAGE REGE55ED GAN =IXTUPE. -\R SIDE SGALE: 1/2" = 1'-0 BEADED D01^+N-ROD ROUGH -BOLT BRASS -0" A.F_.F. ILIN6 BOX AND SUPPORT BY NARROW GONE NDANT. 0" A.F.F. NDANT ATRON SIDE BAR TOP PROVIDED BY �ONNER 4 INSTALLED BY _ 3'-6" A.F.F. BAR TOP 7 BEAD BOARD ON 1/2" -PLYND. 5TAIN AND VARNI5H TO MATGH EXISTING. NOTE: FRONT PANEL SHALL BE REMOVABLE FOR AGGESS TO PLUMBING, ELEGTRIGAL, BEER B 500A LINES 3/4" QUARTER ROUND OAK 5/4" OAK STEP �5TAIN WIT+-+ MAHOGANY AND POLY. 5T� // --HOOD BF2AGING 24" O.G. Ix FIR ON 5/4" PLYWOOD �__-3/4" QUARTER ROUND OAK LL I z t a 10'-0" NFf?IGYI 24" FLOURESGENT LIGHTS (F--!) FURNISHED 4 INSTALLED BY G.G. (2-TOP/3-BOT: 5-TOTAL) CC rt. 0 d---------------- 0 0 0 0 r_....______ ---------------- ----1 r_-__--_-_--___ -------- -- _________- ._ ___. _., r----------------------- - -_.. , uT a) e� .. \ FRP OVER PLYWOOD UNDER AND - BEHIND EGUIPMEN"r ONLY. (BEAD BOARD PANELING AT ALL OTHER LOGATI ON5) \' LIQUOR CABINET ELEVATION ERV I GE ,ARE boll O.G. MAX. —f�--- - ' EXISI IN6 ROOF DECK. FASTEN TV MOUNTING BRACKET TO UN15TRU-F N/ (b) 5/5" HEX HEAD GAP 5GREN, HASHER � NUT. UNISTRUT-(2) PIOOO 5L / EAGI-1 BRACKET. P1026 @ EAGH END N/ 1/2" DIA. BOLT O.G. 2 x 6 RESTING ON THE -: BOTTOM CHORD OF EXISTING SOLID NEB WOOD JOIST, FASTENED -� TO NEB 1^U b-IOc+ NAILS. RIBBED GEILING FLANGE- GMASF 100. IN (6) 1116" DIA. BOLT HOLES. 5U5P. AGOUSTIGAL -TILE - -- GEILING S'r5TEM. ESGUTGHEON FLANGE @ GEILING. — LUGASEY AGM 2030 TV MOUNTING BRACKET 120 LB. RATING AND 20"/25" TV SUPPLIED BY OWNER, INSTALLED BY G.G. TV BRACKET DETAIL (COL I WEB JOIST �©Y SCALE: GYPSUM BOARD @ iNALL. - - 24" FLUORESGENT FIXTURE (F--7).- 1/2" DIA. THREADED ROD HANGER, LOGKNUT & WASHER 36" U.G. MAX. TO 5 TRUGTURE ABOVE.- 2 x 4 HOOD BLOGKING. 10'-O" A.F.F. LAY -IN TILE GEILING --' I x 6 FIR TRIM. - 1 x FIR FAGE FRAME DOOR. ALL INTERIOR SURFAGE5 PLASTIC, LAMINATE FINISH. PL-2 3/6" DIA, OAK DOHEL5, CLEAR POLYURETHANE FIN15FI TYPIGAL, - 1/2" CLEAR LAMINATED GLA55 SHELVES. - - -- 4" HIRE PULL � KEY LOGK, 60ORDINA-rE I^V OWNER. 24" FLUORESGENT FIXTURE SERVIGE BAR AREA LAY -IN NHITE E66GRATE DIFFUSER. 3/4" PLYWOOD, ALL EXPOSED SURFAGE5 PLASTIC, LAMINATE FINISH. PL-1 FRP OVER PLYWOOD UNDER AND BEHIND EQUIPMENT ONLY. (BEAD BOARD PANELING AT ALL OTHER LOGATI ONS) GONT. TILE BAGKER BD. AT 12" A.F.F. m P.T. I x b - BLOGKING. P.T. I x 6 - BL OGKING. 1'-4" QUARRY -TILE FLOOR 4 BASE._-__"_ % �j - A3.6 a_A L I GUOR C ADI NF-T SEGTI ON 5ERV I GE E V GROOVE BOARD IP-I NOTE: * ALL WOOD PORTION OF GABINE-(" TO BE 5T-I. * G.G. TO FABRIGATE � INSTALL LIQUOR CABINET. VERIFY. GLG. VIE16HT PRIOR T-O FABRIGATION. * G.G. TO VERIFY LOCATION OF EXITING HVAG DUGT � TO REV15E SUPPORT SUPPORT DETAIL AS REQUIRED TO AVOID DUCT WORK. * G.G. TO USE HEAVY DUTY METAL CLIP5 FOR GLA55 SHELVES. m ro m� m in it7 m io �n n) c7 �n 5" 5" '-�' �- I/8" WHITE TRANSLUCENT PL EXIGLA5 WITH 5/4" DIA. 3/4" PLYWOOD W/ FINGER HOLE/VENT PLA5'TIG LAMINATE ON EAGH ENP ALL EXPOSED 5UP_FAGES --24" /2" / -jj TT FLUORESCENT FIXTURE (F-70, TYP. (3 - EQUALLY 5PAGED) 1/2" X 5/4" GONT. WOOD - _^- STOP ---__- \ n -� LIGHT "WELL" PAINTED ND BLOCKING ---- SEMi-6LO55 WNTTE, TYP. I 1/2" PLYWOOD ff'f NOT G.G. TO PROVIDE ALL NE6E55ARY ELEGTRIGAL POWER GGNNEGTIONS TO LIGHTING AS REQUIRED. nM�+rr+mr" •rmio�u+a \I L.LUM I NATED fOUB LE L I GUOR STE :TAIL 1 1/2" = P-O" -I x FIR STAINED, DIA, OAK DONEL5, GLEAR POLYURETHANE FINISH TYPIGAL. -4" BRASS WIRE PULL - -- BRA55 KEY LOCK n VERIFY) 1/2" GLEAR LAMINATED OI -A55 SHELF. )---- 1 x 4 FIE: FASGIA BOARD. y 24" FLUORESGENT FIXTURE (F-1). 5/4" x 5-1/2" ND BLOCKING. --3/4" x 2-1/2" FIR TRIM. 5GALE: 3/4"= I GYPSUM BOARD @ WALL. 1/2" DIA. THREADED ROD HANGER, LOGKNUT 8 WASHER 36" O.G. MAX. TO 5TRUGTURE ABOVE. --- 2 x 4 WOOD BLOCKING.--- i` 10'-0" A.F.F. P.T. I x 6- V.I.F. BLOCKING, LAY -IN TILE GEILING--_._�' I x 6 FIR TRIM,---f-`�- --~- I x FIR STAINED. - .-- i i ALL INTERIOR SURFAGE5 PLASTID ; LAMINATE FINISH. PL-2 - - ALL INTERIOR SURFA -E5 PLASTIC, LAMINATE FINISH. (PL-2)--- 24" FLUORESGENT FIXTURE (F- !). \ P.T. I x 6 _ BLOGK I N6. - r rm r nrnn:rrrr mm SERVIGE BAR AREA LAY -IN NHITE E66GRATE - ----- - DIFFUSER. 3/4" PLYWOOD, ALL EXPOSED SURFAGE5 PLASTIC LAMINATE FINISH, FRP OVER PLYWOOD UNDER AND BEHIND EOUIPMEW ONLY. (BEAD BOARD PANELING AT ALL OTHER _ ----- LOGATIONS) --- - - --r- GONT. TILE BAGKER BD. AT 12" A.F.F. -----_ ---- OUARRY TILE FLOOR II BASE. — - F3- W I N GAB I NET SGT I DN SR�/I G BAR A3.bl SCALE: 3/4"=1 FRP OR STAINLE55 STEEL FINISH @ BAR 51LIGONE SEALANT,- 5" GOVED QUARRY TILE BASE. - o� IOOyo SOLIDS EPDXY MOR"TAR:._-� `� x NOBLE SEAL T5 INSTALLED PER F MANUFAGTURER SPEC, IFIGA-I-IONS AT JOINT p OF BAR. DIE 4 QUARRY TILE FLOOR. -- __-- EXISTING GONGRETE FLOOR. - - -- -- Lu [ la 6"Xb" QUARRY TILE. U 71 \ z 3 TILES OR lb" p - _ o NOBLE SEAL T5 AND 100% SOLIDS EPDXY MORTAR. 100% SOLIDS EPDXY MORTAR. - BASE DETAIL NOE3LE SEAL TS DESIGN THREE ASSOCIATES ES 815 ORIENTA "E. SUITE 1050 Al TA�llrONTE SPRINGS, F 32701 ( 40I�ry) 83-4, ,�l44 AAP00048A IPRO 1 EC'I : l NO: 02025 NEW BAR RETROFIT REMODEL.. STORE NO. 848 SANFORD, FL ISSUE: OATS:: FOR GON5TRUGTION: II-22-02 COPYRICHf (0 2002 - DESIGN THREE ASSOCAIES RESERVES ALL RICHIS FOR WHICH THESE DOCUMENTS WERE ORICINALL'f CREATED, EVOLVED AND DEVELOPED. REPRODUCTION'S, CHANCES OR ASSIGNMENTS ARE PROHIDITED WITHOUT 'WRITTEN PERMISSION FROM DESIGN THREE ASSOCIATES. LL SHEET: A396 c\1 0 0 CU CU V CrJ O CU C\J Q G c, I Lc) C\J CJ CU 0 U co �r cr, I r� 4- ro C!) rs W I- C!) m w rs I rIJ u C1 L d I d CL UJ rr w 2 b [-iI.�I�7TTLI-1-17TT-F-1-1-f-TTF_ 1-1-17-r F I TTF-C1-17TFj Illillllllllllllllllllllllllllllllllllllill �� ��� �� III I I I 1 1 LLI-1�1LL1_IJ�1L11_I_-I_L.__1 I I I I I I I III Of 5 U LL�VJI- CJl -AnT L] i -I-r r rJnrr1r[[IJiI-rriTitTlmMMMI-i l]71TFITflmITimITTITII-rrlrrlrrlrrlrnmrriIT[iTiITTI]Tlmm---- - - -- _--__�-I- 1I I I -� L_. 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O EXISTING TIN ROOFING TO BE REMOVED. ® REMOVE EXISTING DOORS. O EXISTING HOOP LIGHTS TO BE REMOVED. O REMOVE EXISTING AWNING. PATGWREPAIR 51DING AS REQUIRED TO MATCH EX15TI NG. EXI5TING WOOD 51DINO TO BE REMOVED. ® EXISTING UPPER ROOF STRU6TURE TO „13E rzEMOVED ��Ol kGT Oh��IIi�C� AND C C REQUIRED UNTIL''�J�W r-OLLONIN67 ARGHI-rEC.c'I;URAL " _.�aTRU6 At 'PLANS, ' 9 EXISTING GREY BOARD WINDOW TRIM TO BE REMOVED. 10 EXISTING GRAY BOARD SIDING & TRIM TO BE REMOVED. II EXISTING GREY BOARD DOOR TRIM TO BE REMOVED. NOTE: SALVAGE AN-T' MATERIALS A5 DIRECTED BY OWNER DESIGN THREE ASSOCIATES 815 ORIENTA "E. SUITE 1050 AL,TAMONTIE SPRINGS, FL, 32701 (407) 534r2444 "Poo 02 PROJECT: _. NO:02025 NEW BAR RETROFIT & REMODEL, STORE NO.848 SANFORD, FL. ISSUE: DATE: FOR G0115 rRUG 1-ION: --- -- 11-22--02 COPYRIGHT © 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCDONS, CHANCES OR ASSIGNMENIS ARE PROHIBITED WITHOUT WRFIEN PERMISSION FROM DESICN THREE ASSOCIATES. SHEET: A4. 1 u F R O N T E L E V A T 10 N SCALE: I/4"- I'-O" 2 A55 r it LEFT E L E V A T 1 ON SCALE: I/4"- I'-O° GENERAL NOTES ELEVATION KEY NOTES: A. ALL WOOD TRIM 51-1ALL HAVE MITERED CORNERS. B. PRIME FACE, BACKS � EDGE5 OF ALL TRIM PRIOR TO INSTALLATION. G, ALL EXTERIOR TRIM TO BE SGREWED, DO NOT USE STAPLES FILL HOLE5 PRIOR TO FINISH GOAT OF PAINT. D. 5I0-NAGE SHALL GONFORM TO GOUNTY STANDARDS. -r try O cv a / co r / 00 It co I -11 L 0 c co cn W U) m C) J C7 LlJ I u) a I i U ri C1 L OJ L N V) EXISTINO WINDOW. O NEW VERTIGAL HARDY PLANK PANEL (T-III STYLE) TO BE PAIN -FED P-I. 03 NOT USED. ® NEN I X 8 WOOD TRIM TO BE PAINTED P-2. 0 EXISTING METAL_ DOWN SPOUT" TO BE PAINTED P-I. NEW I X 6 Y^JOOD DOOR TRIM TO BE PAINTED P-2. of PROVIDE FLASHING/ COUNTER FLASHING AT ROOF/ WALL IN-rERSEGTION A5 REQUIRED. o EXISTINC-> I X VERTIGAL WOOD TRIM TO PAINTED P-2. NEW EQUIPMENT 5GREEN WALL TO MATGH & ALIGN WITH EXISTING. t0 RELOGATE EXISTING OR INSTALL NEW ILLUMINATED 510-NAG-E AT THIS LOCATION, 510-NAO-E BY OWNER. G.G. TO PROVIDE ELEGTRIGAL POWER AS REQUIRED. II NEW ST"ANDINO SEAM METAL ROOFING, TYPICAL. @ EXISTING LAP SIDING TO BE PAINTED P-I. 13 NEW GONT. METAL GAP FLA5HING, TO MATGH NEW STANDING SEAM METAL ROOFING, Tl'PIGAL. Ih NEN "COASTAL" 5GONGE- SEE GEILING AND LIGHTING PLAN. C5 NEW I x 10 HOOD FASGIA PAINTED PA T'T'PIGAL. Ib NEN 5'-0" X 6-8" GOA5 TAL-5 -(LE HOOD DOORS. (GOORDINATF WITH OWNER) DOORS ARE TO BE PAINTED P-2 ON THE EXTERIOR. FAGE ONLY, -1YPIGAL. SEE DETAIL 5/A35. 17 NEW DECORATIVE GOLUMN TO BE PAIN -FED P-I, TYPIGAL. (NOTE: HORIZONTAL BANDING To BE PAINTED P-2). SEE DETAIL_ I/A5.1. 18 EXISTING PEELER P05T TO BE GLAD W/ NEW; SEE DETAIL I/A5.1. Iq WOOD FRAMED NINDON SYSTEM, PAINTED P-2. SEE DETAILS ON SHEET A52. ® GONT. PREFINISHED METAL GUTTER AND 3" ROUND DOWN SPOUT. 21 NEW ROOF MOUNTED METAL HALIDE FIXTURE (F-10). 22 NEN WOOD LAP SIDING TO MATCH EXI5TIN6. PAINT P-I, TYPICAL. NFN HINDON TRIM TO BE PAINTED P-2. I X VERTICAL GORNER TRIM TO BE PAINTED P-I,-1YPIGAL. 25 NEN I X WOOD TRIM TO BE PAINTED P-2. © EXISTING DOOR TO BE PAINTED P-2. 27 EXISTING LOUVERS TO BE PAIN -FED P-I. ® EXISTING TRUSSES TO BE PAINTED P-3 a. PLATES TO BE PAINTED P-G 2q EXISTING EXPOSED FRAMING TO BE PAINTED P-3. EXTERIOR COLOR SGHEDULE NO. COLOR PAINT 1._OGATION PRODUGT CD JERSEY GREAM 5W637q EXISTING E30DY OF BUILDING A-100 SATIN Ab2 SERIES P-2 RAINSTORM 5N 6230 TRIM A-100 SATIN 5ERIE5 P-3 DOVER NPIITE TRIM AND SOFFITS A-100 SATIN A82 SERIES �T FRAGILE BEAUTY 5N IIOb GOA5TAL HOME BODY OF BUILDING A-100 SA IN A82 SERIES P-5 NIGHT OWL 5N -I061 DUMP5TER5 A-100 SATIN A82 SERIES EXISTING GORRUGATED METAL ROOF ALL 5URFAGE ENAMEL LATEX LOW SHEEN AllIT214, GALLON FORMULA- 8-15/32, R2-15/32, 'f3-4 OZ., WI-32/52, 0-2-2/52 P-I SOFTER TAN 6141 HIGH PARAPET5 A-100 SATIN Ab2 SERIES P-5 GEDAR 5115054 VERTIGAL POLE5 HOOD 56AFE5 SOLID WOOD STAIN P-Q TRIGORN BLAGK 6258 6U55ET PLATES ON EXTERIOR TRU55E5 A-100 5ATIN Ab2 WJ520 SERIES P-10 MUSLIN 6133 HOOP L16FIT5 INDU5TRIAL ENAMEL. B54 SERIES P-II RAINSTORM 5N 6230 EXTERIOR HAND RAILS DTM AGRYLIG 6LO55 B66-100 SERIES DUE TO TEGHNOLO6IGAL ADVANGES, A-100 HAS LOW TEMP APPLICATION GAPABILITIE5. NOTE: ALL EXISTING 4 NEN BOLLARDS. TO BE PAINTED AS FOLLOW5: - BOLLARDS LOCATED AGAINST THE BUILDING SHALL BE PAINTED TO MATGH THE MAIN BUILDING BODY COLOR P-I, WITH A 2" RED BAND AT THE TOP. 5EE DETAILS ON SHEET SPI.I. -• B0LLARD5 LOCATED AWAY FROM THE BUILDING (NOT AT DUMPS TER) SHALL BE PAINTED P-2. SEE DETAILS ON SHEET SPI.I. - BOLLARDS LOCATED AT DUMP5TER ENGLOSURES SHALL BE PAINTED P-5, WITH A 2" RED BAND AT T-HE TOP. SEE DETAILS ON SHEET 5PLk DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1080 ALTAMONTE SPRINGS, FL 32701 (407) 834,2444 �004U2 PROJECT. - NO:02025 Rtb NEW BAR RETROFIT & REMODEL STORE NO.848 SANFORD,FL ISSUE: DATE; FOR GON5I RUGTION, I1-22-02 COPY6ICHT (D 2002 - DESIGN THREE ASSOCLCTES RESERVES ALL RIGHTS FOR WHICH THESE UOCUMENTS WERE ORIGINALLY CREArFU. EVOLVED AND DEVELOPED. REPRODUCTIONS. CHANCES OR ASSIGNMENTS ARE PROHIBITED WfINOUr WRRTEN PERMISSION FROM DESIGN THREE ASSOCIATES, SHEET: A4,v E E F m ELEVATION fCEY NOTES: CNERAL. NOTE A, ALL WOOD TRIM SHALL HAVE MITERED GORNER.S. O EXISTING WINDOW. B. PRIME FACE, BACKS � EDGES OF ALL TRIM PRIOR TO INSTALLATION. 0 NEW VERTIGAL FIARDY PLANK PANEL (T-III STYLE) TO BE PAINTED P-I. G. ALL EXTERIOR TRIM TO BE SGREWED, DO NOT U5E STAPLES FILL H0LE5 NEW DOOR TRIM To BE PAINTED P-2. PRIOR TO FINISH GOAT OF PAINT. NEW 1 X b WOOD TRIM TO BE TAINTED P-2. D. 51GNAG-E SHALL GONFORM TO COUNTY STANDARDS. (5 EXISTING METAL DOWN SPOUT TO BE PAINTED P-1, NE.W I X (o WOOD DOOR TRIM TO BE PAINTED P-2. O PROVIDE FLASHIN&/ GOUNTER FLASHING AT ROOF/ WALL INTERSEGTION AS P.EOU I RED. of EXISTING I X VER.TIGAL WOOD TRIM TO PAINTED P-2. ® NOT USED. N Ip RELOCATE EXISTING OR INSTALL NEW ILLUMINATED 510NAGE AT THIS LOCATION, 51C�NAGE B'( OWNER. G.G. TO PROVIDE ELEGTRIGAL POWER A5 REQUIRED. cv II NEW STANDING SEAM METAL ROOFING, TYPIGAL. 0 12 EXISTING LAP SIDING TO BE PAINTED P-1. ro I3 NEW GONT. METAL GAP FLA51­11NG, TO MATGH NEW STANDING SEAM METAL. cv ROOFINGS, TYPIGAL. G 14 NEW "G0A5TAL" 5G0N6E- SEE CEILING AND LIGHTING PLAN. co�5 0 NEW I x 10 WOOD FASCIA PAINTED P-I,TYPIGAL. G �r Ln cv CU 0 / / Co =r cry 1 G L O r— t0 cf) Er w crn m a a w cr= 1 i cn u 0 L a I U 17 O L O) O) U] I6 NEW 3'-0" X 6-8" COASTAL -STYLE WOOD DOORS. (GOORDINATE WITH OWNER) DOORS ARE TO BE PAINTED P-2 ON THE EXTERIOR FACE: ONLY, TT-PIGAL. 5EE DETAIL 5/A3.5. I7 NEW DECORATIVE GOLUMN TO BE PAINTED P-I, TYPIGAL. (NOTE: HORIZONTAL BANDING TO BE PAINTED P-2). SEE DETAIL I/A5.1. I8 EXISTING PEELER POST TO BE GLAD {N/ NEW, SEE DETAIL I/A5.1. iq WOOD FRAMED WINDOW SYSTEM, PAINTED P-2. SEE DETAILS ON SHEET A5.2. (p GONT. PREFINISHED METAL GUTTER AND 3" ROUND DOINN SPOUT. 2I NEW ROOF MOUNTED METAL HALIDE FIXTURE (F-10). 22 NEW WOOD LAP SIDING TO MATGH EX15-PING. PAINT P-I, TYPIGAL. 23 NEW WINDOW TRIM TO BE PAINTED P-2. 24 I X VERTIGAL GORNER TRIM TO BE PAINTED P-I, TYPIGAL. 2Q NEW I X WOOD TRIM TO BE PAINTED P-2. 2@b EXISTING? DOOR TO BE PAINTED P-2. 2@7 EXISTING LOUVERS TO BE PAINTED P-1. 2@8 EXISTING TRUSSES TO BE PAINTED P-3 � PLATES TO BE PAINTED P-li. Q EXISTING EXPOSED FRAMING TO BE PAINTED P-3. : 1/4"=1 : 1 /4"= I EXTERIOR GOL.OR 5GHEPUL E FNOGOLOf? PAIN"F LOGATION PRODUGT JERSEY CREAM SW63-1U EXISTING BODY OF BUILDING A-100 SATIN Ab2 SERIES --2 RAINSTORM 5W 6230 TRIM A-IOO SATIN SERIES DOVER. WHITE TRIM AND 50FFIT5 A-100 SATIN A82 SERIES P-� FRAGILE BEAUTY SW II08 G0A5TAL HOME BODY OF BUILDING A-100 SATIN A82 SERIES C' S NIGHT OWL 5W i061 DUMP5TER5 A-100 SATIN A82 SERIES EXISTING GORRUGATED METAL ROOF ALL SURFACE ENAMEL LATEX LOW SHEEN A41T214, GALLON FOR.MULA- B--15/32, R2-15/32, Y3--4 OZ., WI-32/32, 0-2-2/32. ( }' SOFTER TAN 6141 -- NIGH PARAPETS A-100 SATIN A82 SERIES -F CEDAR SW 3034 �lERrIGAL POLES WOOD SGAPES SOLID WOOD STAIN a fRIGORi! BLACK. 6258 GUSSET PLATES ON EXTERIOR TRU`=i5E5 HOOP 1_IG�rTS .EXTERIOR HAND RAIL`S -- A-100 `JATIN A82 WJ520 5ERIE5 INDUSTRIAL ENAMEL D54 5ERIES CoMUSLIN C� 6133 DTM AGRYLIG 0-LO55 866-100 SERIES ,P- RAINS-rORM SW 6230 DUE TO TEGHNOLOGIGAL ADVANCES, A-100 HAS LOW TEMP APPLICATION CAPABILITIES. NOTE: ALL EXISTING, � NEW BOLLARDS TO BE PAINTED A5 FOLLOWS: - BOLLARDS LOCATED AGAIN5 f THE BUILDINr� ,HALL BE PAINTED TO MATGH THE MAIN BUILDING? BODY COLOR P-1, WITH A 2" RED BAND AT THE TOP. 5EE DETAILS ON SHEET SPI.I. - BOLLARDS LOCATED AWAY FROM THE BUILDING (NOT AT DUMP5TER) SHALL BE PAINTED P-2. 5EE DETAILS ON SHEET 5P1.1. - BOLLARDS LOCATED AT DUMPSTER ENGL0SURE5 5HALL BE PAINTED P-5, WITH A 2" REP BAND AT THE TOP. SEE DETAILS ON 5HEET 5P1.1. DESIGN THREE ASSOCIATES 815 ORIEN'TA AVE. SUITE 1050 ALTAMONTE SPRINGS, F'L, 32701 (407) 834.2444 AAPOW452 PROJECT: r>., NO: 02025 Ed '�oi�s?c�t NEW BAR RETROFIT & REMODEL. STORE NO. 848 SANF'ORD, EIS, ISSUE: DATE: FOR G0N5TRUGTI0N: II-22-02 COPYRIGHT (0 2002 — DESIGN TTIREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENTS ARE PROHIDITED WITHOUT WRIfIEN PERMIS510N FROM DESIGN fHREE ASSOCIATES. SHEET: A4*3. T CV a cV v r� LC) cv C7 Q, -o t LC) CV U CV O CD C) / OD r co I .r, L C7 �o U) TS LLI U) CC] G J O LLJ (f) _N U OJ O L n U .-f D C1 L O) L Tn IF THE EXISTING ROOFING SYSTEM 15 GURRENTI.Y UNDER IV NARR.ANT'(, THEN ALL NEW ROOFING WORK_ SHALL DE PERFORMED BY ONNER'S ORIGINAL ROOFING CONTRACTOR OR OWNER APPROVED GONTRACTOR AS REGUIRED l'O MAINTAIN THE INTEGRITY AND CONSISTENCY OF THE EXISTING ROOF SYSTEM AND TO MAINTAIN ALL APPLICABLE ROOF WARRANTIES, COORDINATE ALL ROOFING WORK WITH OWNER PRIOR TO CONSTRUCTION. UPPER ATRIUM $ PARTIAL. ROOF PLAN a�AH SiGALE: 1/4" NORTH PLAN KEY NOTES () NEW UPPER ATRIUM WALL`;. SEE SEG'rIoN DETAILS ON SHEET A5.2 i STRUCTURAL DNG5. G NEW STRUCTURAL POST. SEE STRUCTURAL DNG5. 3� LINE OF HIGH ROOF OVERHANG ABOVE. ® EXISTING PARAPET. PROVIDE NEW GAP FLASHING AS REOUIRED. O GOLUMN BELOW. of NEW STANDING SEAM METAL ROOFING BELOW CD NOT USED. C) GONT. PREPINISHED METAL GU-FTER. (D PAINTED PL'fNOOD SHELF. - IP 2 to REMOVE EXISTING PARAPET NALL AT THIS LOCATION. II NEW SUSPENDED DECORATIVE F15H PROVIDED E3Y OWNER, INSTALLED BY G.G. MOUNTING HEIGHT TO BOTTOM OF FIN (f-30F) ABOVE FINISHED FLOOR: F15H A: 15'-0" BOF FISH E3: II'-8" BOF FISH G: 14'-2" E30F FISH D: W-6" BOF F15H E: 12'-10"BOF 12 ADJUS-F-A-POINT FIXTURE (F-11). SEE REFLECTED CEILING PLAN. TOF I 3, t , GOLUM BASE 17RA31 P.T. ],IOOD POST 4 STRUGT. ANGHOR. SEE STRUGT. DNG5. EXISTING AND / OR NF311 WOOD SIDING OVER FURRING. P-I P.T. 2x4 WOOD PLATE. ANGLED 2 x 4 WOOD FRAMING 5TUD5 51b" EXT. GRADE PLYWOOD SHEATHING 5/16" HARDI PANEL — _P-I �Y 13 NEW E3UILT-UP ROOFING 5'(5TEM, CANT, FLASHING d GOUNTER-FLASHING TO MATGI-1 AND MERGE WITH EXISTING ROOFING SYSTEM AS REGUIRED WHERE EXISTING PARAPET WALL HAS BEEN REMOVED. 14 WOOD FRAMED WINDOW 5Ys- TEN, SEE DETAILS ON SHEETS A5.2. 15 EXISTING HIGH PARAPET WALLS AT FRONT -TO BE GUT DOl-IN TO ALIGN W/ LONER PARAPET. 16 NEN 5GREEN WALL TO MATGH EXISTING (GORRUG. TIN). Il NEW 5GREEN WALL SUPPORTS TO MATCH EXISTING. SEE STRUCTURAL DNG5. SOOT I ON @ CO -iARDI PANEL. P-I EXT, GRADE 400D SHEATHING. -ED 2 x 4 WOOD -PING. ^009 POST. SEE CT. DNG5. 2 x WOOD FRAMING. �RETE BASE .ROTE FOUNDATION ALIGN N/ TOP OF TING / NEW 51DENALK TING / NEW CONCRETE 3 / 51DEWALK- H-XPAN5I0N FELT TOP OF FOUNDATION ELON FINISH GRADE AVED AREAS, SCALE: 1-1/2" = I TYFI GAL COLUMN / FI LASTS FONT. IX2 ND. TRIM. MITER © GORNER5,---< /4" EXTERIOR PLYWOOD SOFFIT. uEW SCONCE LIGHT. (SEE CEILING AND LIGHTING PLAN) 5/16" HARD1 PANEL SONGEALED SUPPORT POST (OR' EXIST. PEELER LOG POST). SEE STRUCTURAL PLANS. GONT. IX2 ND. -TRIM. MITER. 0 GORNERS, � DATUM ELEV_0'-0" �5 EXIT T. FLOOR 5LAE3 LEVATION SCALE: 3/4" = 1 DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32701 (407) 834.2444 fuml000ana PROJECT: _.,r_ NO:02025 lht 1.kvta NEW BAR RETROFIT & REMODEL STORE NO. 848 SANFORD,FL ISSUE: DATE: FOR CONSTRUCTION: II-22-02 COPYRIGHT ) 2002 - DESIGN THREE ASSOCIATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WfTHOUr WRITTEN PERMISSION FROM DESIGN 'THREE ASSOCIATES. SHEET: A5,1 rd 0 G C\7 V in CU rf CU r O G c 0 cT �6 CU Ln c I, Ln CU O cv 0 / r� cc .r m I L 0 f0 (JJ rr LLJ t- u� m 0 J 0 Lu Cc / v, u O L CL I .-f f, �I / L CIO L Cll [n ELEV._. 1V- TOP OF P �Fc-.TION THROUGH ATRIUM GONT. ME-[ DBL. 2 x E I x 10WOO CONT. 2 x DLOGK INC. GONT. 2X TRPL. 2 x Ix4HOG I" INSULA"f GLAZING, IX4WOc DBL. 2 x I" INSULA"1 GLAZING, I x 4 WO( DBL. 2 x I" INSULA- GLAZING, Ix4NO( DBL. 2 x GONT. 2 GONT. ME ROOFING STAND I NI OVER 5( PLYWOO! FRAMING DRAWING HE Is ION DETAILS TANDING 5E.`\M METAL ROOFING VER 30## FELT OVER 5/8" LYWOOD DECKING OVER 2 x 8 AFTERS. SEE STRUCTURAL R"II NG5. 2" GYPSUM BOARD. I x WOOD STOPS, TYP, I/2" GYPSUM E30ARD. I x WOOD STOPS, TYP. 1/2" GYPSUM BOARD. I x WOOD STOPS, TYP. 1/2" GYPSUM BOARD. JullllL-C: I I/L = I -V ELEY, 10'-8" A.F.F. _ SILL/TOP PLAN _� ELEV. 10'-0" A.F.F. TOP OF SHELF i' ELEV. _OTr. 50FFIT FRAMING N r2`\5EGTI0N THROUGH ATRIUM 4 x 6 WOOD POST - SEE STRUCTURAL DRAWINGS. DBL. 2 x 6 WOOD STUDS 1/2" GYP. BOARD. 1" INSULATED CLEAR, U\ FILTERED GLAZING, -r-(P. I x WOOD STOPS, I x 4 WOOD TRIM. AMB VERTI ATRIUM JAMB 1/2" 0-1'P. BOARD. DBL. 2 x 6 WOOD STUDS. I" INSULATED CLEAR, UV FILTERED GLAZING, TYP. I x WOOD STOPS, TYP. I x 4 WOOD TRIM. MULLION DETAILS NEOPRENE HEAD BLOGKIN6. GONT. Ix WD. STOPS. NEOPRENE EDGE BLOGKIN6, GONT. 5PA6ER 5HIM.- 60KT. 511-I60NE SEALANT. I" INSULATED CLEAR, UV FILTERED 61AZ 1 N6. GONT. SILICONE SEALANT, GONT. TAPERED W. STOP. GONT. 5PAGER SHIM. NEOPRENE SETTING E3LOGKING. AZIN& DETAILS HEAD SILL 6x6 WOOD POST - SEE STRUCTURAL DRAWINGS. I x 12 WOOD -TRIM OVEP, 1/2" PLYWOOD SHEATHING. 101 SCALE: 1 1/2" SCALE: 6" = P-O" SECTION THROUGH NI NOTE: IF THE EXISTING ROOFING SYSTEM 15 GURRENTLY UNDER WARRANTY, THEN ALL NEW ROOFING WK. ORSHALL BE PERFORMED BY OWNER'5 ORIGINAL ROOFING CONTRACTOR OR OWNER APPROVED GONTRACTOR AS REQUIRED TO MAINTAIN THE INTEGRITY AND CONSISTENCY OF THE EXISTING ROOF 5Y5TEM AND TO MAINTAIN ALL APPLIGABLE ROOF WARR.ANTIE5. GOORDINATE ALL ROOFING WORK WITH OWNER PRIOR TO CONSTRUCTION. <F-Y NOTES `J NEW STANDING SEAM METAL ROOFING OVER :30# FELT OVER PLYWOOD DEGKING OVER WOOD RAFTER FRAMING, SEE STRUCTURAL DRAWING5. EXISTING PARAPET WAIL. U GONT. METAL FLASHING TO MATCH NEW ST/-\NDING SEAM ME"r/`,L ROOFING . RIDGE BEAM- 5E-E 5TRUG-1URAL DRAWINGS. CONT. I x 10 WOOD FA5GIA. -- © NEW 2X FRAMING 4 ROOF SHEATHING A5 REOUIRIED TO MATCH AND MERGE WITH EXISTING ROOFING AT NEW ATRIUM WELL. SEE STRUCTURAL DRAWIN65. O WOOD FRAMED WINDOW SYSTEM. PROVIDE I" INSULATED CLEAR, UV FILTERED GLAZING, TYPICAL. R-30 BATT INSULATION a GEILING, TYPICAL. @ EXISTING LAY -IN CEILING. IO 1/4" VENTED PLYWOOD SOFFIT.-- - -- -- P-I CID EXISTING 2X STUD FRAMING, GUT -DOWN TO V-0" A.F.F. SEE STRUCTURAL DRAWINGS. 12 EXISTING WOOD HEADER. t3 NEW ROOF MOUNTED OUTDOOR FLOOD LIGHT. (F-10) 2x4 HORIZONTAL FRAMING a EACH RAFTER. 15 NEW STANDING SEAM METAL ROOFING OVER 304 FELT OVER EXISTING STRUGTURE, SEE STRUGT. DWG5. I6 GONT. METAL DRIP OVER Ix BLOGKING, IT GONT. I x 6 WOOD FASCIA OVER GONT. 2 x 6 5U8-FA5GIA. 18 CONT. PREFINI5HED METAL GUTTER. Iq NEW GONT. Ix6 TRIM. - - p-2_) �O VENTED PLYWOOD SOFFIT TO ALIGN WITH EXISTING. P� 21 1 x 6 WOOD CASING — - ----� 22 NEW GONT. MTL. GAP FLASHING AS REQUIRED. `DJ TAPERED DECORATIVE COLUMN BEYOND. SEE DETAL I/A5.1. -- P-2 (PE D PROVIDE 1/2" GYP. BOARD DRAFT STOPPING a 20'-O" O.G. MAX. 25 EXISTING WOOD SIDING OVER EXISTING WALL ASSEMBLY. NEW GONT. WOOD -TRIM BAND TO MA7'GI I EXISTING.- -- -r'. 21 NEW 4" THIGK POURED GONGRETE SIDEWALK 1^I/ 6X6/ W1.4XV{1,4 W.W.F. ON VAPOR BARRIER ON COMPACTED FILL- THIGKENED EDGE TO HAVE 1-##5 GONT. SEE SITE PLAN. 2�8 R-la BATT INSULATION a EXTERIOR WALLS, TYPICAL. 2q NEW WOOD SIDING TO MATCH EXISTING OVER 30# E3LDG. FELT OVER I/2" PLYWOOD SHEATHING OVER 2X WOOD STUD FRAMING. SEE aTRUG IUP.AL AV INCB ROOF 0 NEW REINF. CONCRETE FLOOR SLAB i FOUNDATION. SEE STRUCTURAL DRAWINGS. PATGH/REPAIR EXISTING BUILT UP ROOFING $ ADD NEW CANT/FLASHING/COUNTER FLASHING AS REQUIRF_D TO MATCH AND MERGE WITH EXISTING ROOFING AT NEW ATRIUM WALL.. Cl� EXISTING ROOF STRUCTURE. 33 NEW PSL REAM, SEE S rRUCTURAL DRAWINGS. 34 NEIX4 STAINED FIR TRIM. - - -- T^{ 35 NEW HEADER AS REQUIRED. SEE 5TP-.UGTURAL DRAWIN65. 36 NEW GONT. METAL GAP FLASHING TO MATCH NEW STANDING SEAM METAL ROOFING. 3 NEW 5/4" X MDF TRIM. - - - --- - IP-I 38 EXISTING INTERIOR. FINISHES OVER EXISTING WALL ASSEMBLY- MEN "V" GROOVE BOARD OVER EXISTING FINISH. 40 1/2" GYPSUM BOARD. 41 AD.JU5T-A-PO5T L IGF-IT. SEE REFLECTED CEILING PLAN. 42 EXISTING OR SALVAGED HORIZONTAL GREY BOARD TRIM. 43 NEW ILLUMINATED DECORATIVE FISH PROVIDED BY OWNER., INSTALLED BY G.G. PAINTED 1/2" PLYWOOD SHELF OVER. 2X WOOD FRAMING. SEE STRUGTUR.AL-.2 DRAWINGS. 45 3/4" X 3-1/2" MDF -TRIM. 46 NEW VERTICAL HARDY PLANK PANEL, (T-III STYLE). —� GROOVE BOARD OVER 1/2" GYP. BOARD. 48 FIR WOOD CHAIR RAIL TO MATCH EXISTING. - — 4q BEAD E30ARD WAINSCOT TO MATGH EX15TIN6. - FIR WOOD BASE TO MATCH EXISTING. --- -- 5�r-- 51 NEW ADJUSTABLE SIDEWALL I-IVAG SUPPLY AIR DIFFUSER AND RETURN AIR GRILLE. SEE REFLECTED CEILING PLAN. 52 NEW "COASTAL -STYLE" ENTRY DOORS. SEE DETAIL 5/A3.5 53 NEW WOOD BEAM. SEE STRUCTURAL DRAWING5, ® EXISTING CONCRETE FLOOR SLAB 4 FOUNDATION. 55 GONTRAGTOR TO PROVIDE ONE (1) "CEILING- FAN TYPE" ELECTRICAL JUNCTION BOX # HOOK, SUPPORTED TO ROOF STRUCTURE AT EACH DECORATIVE FISH LOCATION. CONTRACTOR SHALL MAKE ALL ELECTRICAL GONNEGTIONS TO OWNER SUPPLIED DECOR. COORDINATE 5WI-TGHIN6 REQUIREMENT5 WITH OWNER. ' A.F,F. aAPE-I A.F.F. AM DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 AI...,TAMONTE SPRING, FL 32701 (407) 834-244 nwF000naa PROJECT: N®: 0�0�5 Rt b 1(0 b3 §Tj NEW BAR RETROFIT $6 REMODEL. STORE NO. 848 SANF ORD, EL ISSUE: DATE: FOR CONSTRUCTION_- 11-22-02 COPYRIGHT 0 2002 - DESIGN THREE ASSOCIATE(; RESERVES ALL RICHIS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND DEVELOPED. REPRODUCTIONS, CHMGES OR ASSICNMENIS ARE PROHIBITED WITHOUT WRIIIEN PERMISSION FROM UESICN THREE ASSOCIATES. SHEET: A5.2 LC) CU O cu Q / / �r cr) L �C f0 UJ W F- UJ CS] CJ J W Ei U GJ O L G1. I U .ti L7 J CL EL W i IE U_j uT 117 1 BEVERAGE COUNTER 118 OPEN NUMBER 119 1 SODA / ICE DISPENSER 120 1 1 COFFEE BREWER 121 1 HAND WASHING SINK 122 1 OVERHEAD CABINET 123 1 P,O.S. STATION (BEVERAGE SERVICE) FLOOR PLAN 1 /4''-1'-0" E125 E117 (2) 120V / TH 4+48" 20A GFCI EACH MOUNTED HORIZONTAL (UTILITY) LOJ El19 120V / 1PH @+18" 20A (SODA DISPENSER) E117 F'_ El 20 120V OR 208V/ IPH @+48" 20A (COFFEE BREWER) E120 THIS SERVICE MUST BE VERIFIED IN THE FIELD. F -- EXISTING VOLTAGE TO REMAIN FOR COFFEE BREWER E125 (2) 120/1PH 10AMPS EACH, 1 @ 55" AFF., 1 0 116" AFF. - FOR LIQUOR CABINET LIGHTING. PROVIDE SWITCH @ 48 AFF. (BOTH J-BOXES TO BE CONTROLLED FROM THIS SWITCH) E119 E123AI20V / 1PH DEDICATED SERVICE TO P.O.S. PANEL 0 30" AFF. E1230 COMPUTER DATA CABLE INSTALLED BY ELECTRICIAN PROVIDE 4X4 HANDY BOX W/ COVER PLATE 0 30" AFF. E123B o � AND 3/4" CONDUIT UP TO CEILING SPACE E123A P121 (BEVERAGE SERVICE) ELECTRICAL ROUGH -IN 1 /4„=1 �-01) P1 12" X 12" X 10" DEEP ABS FLOOR SINK P117 1/2" H&CW @+18" (HAND SINK) P119 1/2" CW 0+18" (SODA DISPENSER) PI 20 1/2" CW @++48" (COFFEE BREWER) P121 SODA LINE ACCESS CHASE DOWN FROM CEILING SPACE, THRU WALL AND EXIT WALL 09" AFF. (USE SWEEPS) RUN CHASE TIGHT TO EDGE OF WALL (BEVERAGE SERVICE) PLUMBING ROUGH -IN 1 /4"=1'-011 (BAR) FLOOR PLAN 1 /4"=1'--0" (BAR) ELECTRICAL ROUGH -IN 1 /4"=1'-0" (BAR) PLUMBING ROUGH -IN 1 /4" =1'-- 0" EQUIPMENT SCHEDULE k3- DESCRIPTION 90 TUBING CHASE 91 3-ASY SODA SYSTEM (4-GUNS) 92 2 BLENDER STATIONS 93 1-ASY MODULAR BAR DIE SYSTEM 94 2 ICE CHEST W / SEALED IN COLD PLATE 95 1 FOUR COMPARTMENT UNDER BAR SINK 96 2 DRAINBOARDS 97 1 HAND SINK 98 1 12" DUMP SINK 99 1 DRY STOR. BACK BAR CAB. 100 1 3 DR. REFRIGERATED BACK BAR 101 1 2 DR. REFRIGERATED BACK BAR 102 1 SLUSH MACHINE 103 1 ICE CHEST 104 1 CASH REGISTER 105 - OPEN NUMBER 106 2 REMOTE BAR PRINTERS 107 OPEN NUMBER 108 1-ASY REMOTE DRAFT BEER SYSTEM (1) TOWER 109 3 CORNER FILLER DRAINBOARDS 110 - OPEN NUMBER 111 4 ICE BIN / BOTTLE WELLS (12") 112 - SERVICE BAR TRAY SHELF 113 - OPEN NUMBER 114 - OPEN NUMBER 115 1 CLASS FROSTER W/ / 3" 11. CASTERS 48" 116 I-ASY BAR PICK-UP COUNTER ELECTRICAL CONNECTION SCHEDULE E1 DROP ALL SERVICE FROM ABOVE DOWN CHASE & FEED CONCEALED IN BAR DIE E2 208V / 1PH 0+48" - 20 AMPS (SLUSH MACHINE) E3 120V / 1PH 0+15" - 8 AMPS RECESSED NEMA 5-15R (2 DOOR BACK BAR REF.) E4 120V / 1PH @+15" -10 AMPS RECESSED NEMA 5-15R (3 DOOR BACK BAR REF.) E.5 (2 EACH) 120V / 1PH 0+10" 20 AMPS EA. (BLENDER STANDS) E6 120V / 1PH 0+38" 20 AMPS (GLASS WASHER) E7 (5 EACH) LIGHTS 4F38" (20 AMPS TOTAL FOR LIGHTS) E8 (2 EACH) 120V / 1PH 9+10" 10 AMPS (MUG CHILLER) E9 (3 EACH) PHONE LINE BY ELECTRICIAN ® +55" A.F.F. E10 (3 EACH) 120V / 1PH 20 AMPS DEDICATED SERVICE TO P.O.S. PANEL Ell (2 EACH) COMPUTER DATA CABLE BY ELECTRICIAN 0 +55" A.F.F. E12 COMPUTER DATA CABLE BY ELECTRICIAN (FOR 2 PRINTERS) 9 +55" A.F.F. E13 (2 EACH) 120V / 1PH UTILITY OUTLET 20 AMPS EACH E14 120V / 1PH SWITCH FOR UNDERBAR LIGHTS ®+55" E15 120V / 1PH SWITCH FOR SMOKEATERS (�55" E16 120V / 1PH SWITCH FOR CEILING FANS C0)+55" E17 120V / 1PH SWITCH FOR DIMMER FOR LIGHTS OVER BAR TOP @+55" PLUMBING CONNECTION SCHEDULE P1 12" X 12" ABS FLOOR SINK P2 FLOOR DRAIN P4 SODA LINES -- DROP FROM OVERHEAD — TO BE RUN UNDER BEER LINES P5 BEER CONDUIT — DOWN FROM CEILING — MUST CENTER ON BAR DIE AND USE ACCES PROVIDED IN DIE. P7 1/2" H&CW @436" AFF. (OUT OF WALL — SEE CHASE DETAIL AS APPLIES) P9 1 1/2" WASTE ON EQUIPMENT (EXCEPT ICE BINS) — RUN THRU DIE TO FLOOR SINK P10 1 1/2" WASTE FROM ICE BINS — PROVIDE SEPARATE RUN TO FLOOR SINK P11 1/4" DRAIN FROM SODA GUN HOLSTER — PROVIDE DISHER P12 (2 EACH) 3/4" WASTE FROM BEER DRAINER, TRIM TAIL PIECE TIGHT TO BAR TOP AND 90 DEGREE BACK INTO BAR DIE P13 1/2" H&CW (UNDERBAR EQUIPMENT) -- RUN THRU DIE FROM STUB OUT (P7) AND CONNECT TO EQUIPMENT) P14 1/2" HW (FILL FAUCET) — RUN THRU DIE FROM STUB OUT (P7) AND CONNECT TO EQUIPMENT DESIGN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 82701 (407) 834,2444 AAPQOQ rig PROJECT: __ NO:02025 Rtt 11�'�layss�u' NEW BAR RETROFIT & REMODEL STORE NO. 848 SANIp ORD, FL ISSUE: DATE: FOR c0N5_FFZUCTIorI: 11-22-02 COPYRIGHT fn. 2002 - DESIGN THREE ASSOCATES RESERVES ALL RIGHTS FOR WHICH THESE DOCUMENTS WERE ORIGINALLY CREATED, EVOLVED AND UEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DESIGN THREE ASSOCIAIES. SHEET: `I . I r EXISTING COLUMN / ANT) FC)OTINC 2ICA� � EXISTING COLUMN �o`�r EXISTING COLUMN c� 1 ANC%nO FINi, ,_�� / AND FOOTING PARTIAL ROOF FRAMING PLAN GEOTECHNICAL REPORT AND FOUNDATION NOTES: SUBSURFACE INVESTIGATION WAS NOT PERFORMED AND GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN OF THIS PROJECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO PERFORM SOILS TEST BORINGS, PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING ALLOWABLE SOILS BEARING PRESSURE) PROVIDE EARTHWORK COMPACTION CRITERIA, AND PERFORM SOIL c 0 c I T TESTING DURING CONSTRUCTION. THE C,ON TRACTOR I� RE�PONOIBLE. FOR PERFOL�MING ALL EARTI--'WORK OPERATION: IN 1) C YTO ACCORDANCE WITH THIS REPORT. IF FOUNDATION RECOMMENDATIONS AND ALLOWABLE SOIL BEARING CAPACITY DIFFER FROM THE DESIGN ASSUMPTIONS SHOWN ON THE DRAWINGS, THEN MODIFICATIONS TO THE DRAWINGS WILL BE REQUIRED. EXISTING ROOF SHOULD THIS OCCUR, THE CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY A/E IMMEDIATELY. THE SPECIFICATIONS BE REMOVED. ARE NOT VALID AND CANNOT BE USED WITHOUT CONFIRMATION AND MODIFICATION BY THE GEOTECHNICAL REPORT. NEW 26 MANSAI D FRAMING 26 STRUCTURAL -- AT 24"± O.C. FASCIA BEAM. . - .m-- -- - -' rr ._lJ ...... _. - - L- - --...... 1 L.- - -- - -ll __ --- - [ c� I t rl— -- IF r - 2 2. 10 -0 2 2x1 I� (,; 2 2x10, I , i_ ._ r I I I! II II II II ll I I NEW HIP TRUSS ----.-- ------ -- - -. - ---_ - - ---- � SEE 53.1 I I I I I I I I I I I I ! 9:12 I 0'- S3,1 r ISTING :SCREEN WALL REMAIN'. I I I I I I I I I I I I I NEW 26 MANSARD FRAMING AT 24"± O.C. NTROL I _ _ __ TYP., U.N.O. CTRICA — �ERENG . IITH -Z NEW 2x4 MANSARD EXISTI G TJS JOISTS AT 3p" O.0 TO REM.rIN.__ _ FRAMING AT 16" O.C. TYP. �- - -- - ---- - U. N.O. I ! I I SIMPSON MSTA -- -- - ---- — --- �-� EXISTIN HIGH P RA ET / r HORIZONTAL STRAP ---- - - WALL T BE RE OVED. _ SEE g 12 OVER BUIL I I I I i I i I I I 7 -- -- - - 26 STRUCT. / - -- - FASCIA BEAM I I I I I I I I I I SW \ j - S3.1 ---- _--- --- - - --- �� 6�� NEW (3)1 3/4x11 1/4 -- - MICROLAM BEAM .__J_ E.. 1 I I I I I I I \ EN -- I \ j � — - - NEW 2x4 MANSARD Q _ FRAMING AT 16" O.C. 3.1 s -A-_9:12 I I I I I I NEW SCEEN WA 1 I I 0 3 I I I I I I I I I TO MATH EXISTI G I I ; \ �� C-1 53.1 SEE HIGH R4 -__ 6 FRAMING PLAM r EXISTING LOAD BEARING I I I ! I I I I I IS"*SW \M WAL TO REMAIN. EXISTIN GLULA - BEAM REMAI / ' 151 VER BUILD - i, lil ' 2 1 I! I I EXISTI�t1G f IIGH �'ARAPET I -- I I 531 S3.1 WALL TO BE RUMOVED I -� ,` I _ — - SS3 SIMP `,1 ORIZTO 16'-0" HEIGHT, SEE E ISTING HIGHUPPARR ET SIM.WALL -1-0 BE REMOVD _j AM, U.�0. 1�7i N. 9:12 IT J /,—� NEW 26 MANSARD II� !II�! r I� III- - -- F R A M ING AT � 2 4 "± O.C. TYP, U.N.O. EXISTI G T J S JOISTS AT 32" O.0TO REM IN. (F. 5 8" ROOF DECK ON 26 EXISTI IG SCRE N WALL RAFTERS AT 2'-0" O.C. TOR MAIN. MAX. U.N.O. 14 i NEW HIP TRUSS� SEE S EW (3)1 3/4x11 1/4 ICROLAM BEAM 13 S3.1 ,�9�26 STRUCT.p�T FASCIA BEAM ON MSTA ONTAL STRAP 9 12 S3,1 53.1 DESIGN THREE AS SO C IA T E o�S 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 3270�1 (407)834,2444 PROJECT: NO: 02025 � � � - 5 3 . 1 _ �_ _- f�� ' � 2 2x1�0 2 2x1et It boqtf 1 I/I l NEW BAR RETROFIT & REMODEL ._— STORE NO. 848 2x6 TRUCTURAL SANFORD, FL,_ NEW 26 MANSARD FASCIA F.ISSUE: TE: S3.1 FRAMING AT 24"± O.C. FOP, GONSTRUGTI�N: II-22-02 FRULAND AND COX, INC. CONSULTING STRUCTURAL ENGINEERS 1318 Palmetto Avenue Florida EB #3746 Winter Park, Florida 32789 Eddie L. Cox, P.E. Phone (407) 628-3335 Florida P.E. #27499-------- Fax (407) 628-5075 email: fci@fciengineering.com COPYRICHT �FTHREE ASSOCLATES RESERVES NS TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS FOR WHICH THESE DOCUMENTS ORIGINALLYCREA7E0, EVOLVED OEVELOPED. REPRODUCTIONS, CHANGES OR ASSIGNMENS ARE PROHIBITED COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. WITHOUT WRITTEN PERMISSION FROM DEIGN THREE ASSOCIATES. FC# 0290 SHEET: 81.1 STRUCTURAL DESIGN CRITERIA CODES. - Florida Building Code, 2001 Edition ASCE 7-98, minimum design loads for buildings and other structures (for wind load design). Building Code Requirements for Reinforced Concrete (ACI 318-95) Specifications for Structural Concrete for Buildings (ACI 301-89) AISC Manual of Steel Construction, ASO, (Ninth Edition) AISI Specification for the Design of Cold Formed Steel Structural Members, 1996 Edition. APA Plywood Design Specifications DEAD LOADS: Roof: Roofing................................6 PSF Structure ...........................10 PSF Ceilings................................2 PSF Mech Elec .........................2 PSF Total................................20 PSF ROOF LIVE LOADS: Minimum Roof Live Load (PSF) Tributary Loaded Area (sq.ft.) For any Structural Member Roof Slope 0 to 200 201 to 600 Over 600 0:12 < 4:12 20 16 12 > 4:12 < 12:12 16 14 12 > 12:12 '12 12 12 WIND LOADS Wind Velocity: = 110 mph (ASCE 7-98) Importance Factor 1 = 1.0 Exposure B Internal Coeficient (;CPI = ±0.18 Edge Zone = 8.0 feet. Components and Cladding Design Wind Pressure (PSF): Wall Area Interior Zone Edge Zone (ft" 2) (neg) (pos) (neg) (pos) 10 -21.6 19.9 -26.5 19.9 20 --20.6 19.2 -24.9 19.2 50 -19.6 18.2 -22.6 18.2 100 -18.6 16.9 -20.9 16.9 200 -18.2 16.3 -18.9 16.3 >500 -16.6 14.9 -16.6 14.9 Roof Area Interior Zone (ft"2) (neg) (pos) (overhang) 10 -21.7 8.8 -31.3 20 -21.4 8.3 --30.8 50 -20.5 7.6 -30.0 100 -19.9 7.0 -29.5 Edge Zone (neg) (pos) (overhang) -36.5 8.8 -31.3 -32.8 8.3 -30.8 -27.3 7.6 -30.0 -23.6 7.0 -29.5 Corner Zone (neg) (pos) ,(overhang) -54.9 8.8 -51.6 -45.3 8.3 -40.5 --32.8 7.6 -25.8 -23.6 7.0 -14.7 CONCRETE STRENGTH AT 28 DAYS: All Concrete Unless Otherwise Indicated 3000 PSI REINFORCING: Welded wire fabric shall conform to ASTM A185 All reinforcing bars ASTM A615-60 60,000 PSI All stirrups and ties ASTM A615-40 40,000 PSI Polypropylene fibers for slabs -on -grade STRUCTURAL STEEL: All structural & miscellaneous steel A36 .36,000 PSI, u.n.o Tube Steel : ASTM A500, Grade B, Fy = 46,000 PSI Shop and Field welds: E70XX Electrodes Structural Bolts: ASTM A325, Bearing Type Connections All bolts cast in concrete: ASTM A36 or ASTM A-307 WOOD FRAMING: Beams, Rafters, Joist, Studs, Plates, etc. U.N.O. No. 2 Southern Pine (197" m.c.) Micro -Lam Beams: Fb= 2800 PSI As Manufactured by truss joist or equal. Roof Deck: Plywood C-C/C--D, Exterior Wall Sheathing: Plywood C-C/C-D, Exterior SOIL BEARING VALUE: Assumed Allowable soil bearing pressure after compaction: 2000 PSF See Soils Report and Specifications for compaction requirements. STRUCTURAL NOTES SUBMITTALS: Submit shop drawings for all prefabricated or field fabricated components, including reinforcing, structural steel, steel joist, metal decking, etc. Submit product data showing compliance for products and components, including concrete, masonry, structural steel, etc. Submit a reproducible copy plus six prints of all drawings, unless otherwise indicated. Submit six copies of product data. Submit drawings and calculations signed and sealed by a registered Professional Engineer for all manufacturer or contractor designed components. TESTING: The Owner ,will provide testing services for Earthwork, Concrete, Structural Steel, and others as may be required. General Contractor shall coordinate this work with the Testing Laboratory. EARTHWORK FOR FOUNDATIONS: Subsurface investigation was not performed and Geotechnical Engineering Report was not available for foundation design of this project. Prior to construction, the contractor shall retain the services of a Qualified Geotechnical Engineer to perform soils test borings, provide recommendations for foundation design (including allowable soil bearing pressure) provide Earthwork compaction criteria, and perform soil testing during construction. The contractor is responsible for performing all Earthwork operations in strict accordance with this report. If foundation recommendations and allowable soil bearing capacity differ from the design assumptions shown on the drawings, then modifications to the drawings will be required. Should this occur, the contractor shall stop construction and notify A/E immediately. CONCRETE: All concrete shall be poured in accordance with the ACI 318-95 Code, ACI 301 Specifications, and ACI 304-89 Proposed Revision and Recommended Practice for Measuring, Mixing, Transportation, and Placing Concrete. All slabs on grade shall be 4" thick, reinforced with 6x6 / W1.4 x W1.4 WWF placed in upper third, unless otherwise indicated. Provide control Joints at 20'-0" o.c. maximum in each direction, unless otherwise indicated. Materials: Portland Cement: ASTM C 150, Type I. Aggregates: ASTM C33/Fine and coarse aggregates. Water: Potable, clean and free from deleterious amounts of acids, alkalis, or organic materials. Fly Ash and Pozzolans: ASTM C 618, except that loss on ignition of Class F fly Cush shall not exceed 6%. Limit use of fly ash not to exceed 25% of cement content by weight. Provide fly ash from a single source for exposed concrete. Water -Reducing Admixture: ASTM C494, Type A, type to density of concrete but containing no calcium chloride. Air -Entraining Admixture: ASTM C260. Curing Materials: ASTM C309, method as selected to keep concrete moist during curing period. In the case curing compounds are used in areas where waterproofing membrane is required, the compound must be type that is compatible with waterproofing membrane. Expansion Joint Filler: Shall be non -extruded resilient type, conforming to ASTM D1751 (bituminous) for exterior use. Non -Shrink Grout: CRD-C 588, factory pre -mixed grout. Vapor Retarder: Provide vapor retarder cover over prepared base material where indicated below slabs on grade. Use only materials which are resistant to decoy when tested in accordance with ASTM E '154, as follows: Polyethylene sheet not less than 6 mils thick. Classes of Concrete: Standard Weight Concrete: 3000 psi strength at 28 days, 470 lbs. cement per cu. yd. minimum, w/c ratio, 0.58 maximum. Standard Weight Concrete for 2" pump mix (if required): 3000 psi strength at 28 days, 470 lbs. cement per Cu. yd. minimum, w/c ratio, 0.58 maximum, 900 lbs. minimum of 3/8" coarse aggregate. Slump Limits: Proportion and design mixes to result in concrete slump rat point of placement as follows Ramps and sloping surfaces: Not more than 3". Reinforced foundation systems: Not less than 3" and not more than 5". All other concrete: Not less than 3" and not more than 5". Addition of water at the site to increase slump is prohibited. Air Entrainment: 4% to 6% air, all concrete. Ready -Mix Concrete: Concrete shall be transit -mixed concrete batched, mixed and supplied in accordance with ASTM C 94. Total mixing time shall not exceed 1 1/2 hours. Reduce mixing time in accordance with ASTM C 94. PUMPED CONCRETE: If the contractor uses a concrete pump, a concrete pump design mix and type of equipment to be used shall be submitted for review. All slumps and testing for pumped concrete shall be taken at the discharge end of the hose. REINFORCING STEEL: All reinforcing steel shall be new deformed bars free from rust, scale and oil and shall meet ASTM A-615. Reinforcing for footings shall be supported on precast concrete pods, top reinforcing shall be positively supported by temporary stringers. Dowels for columns and filled cells shall be secured in place by using additional cross -reinforcing tied to footing reinforcing. Splices in reinforcing where permitted shall be the following minimum, unless otherwise indicated on the drawings: Footings, Walls, Columns, Beams, Slabs: 36 diameters or 2'--0 min., whichever is more. Temperature Reinforcing: 20 diameters or 1'-0 min., whichever is more. Welded Wire Mesh: 8" lap REINFORCING CONCRETE COVERAGES: Footings: Top: 2" clear. Bottom and unformed edges: 3" clear. Shop Drawings for bar placement shall be submitted for review prior to fabrication. REINFORCING ACCESSORIES: All accessories shall have upturned legs and be stainless steel, plastic dipped, or hot dipped galvanized after fabrication. Individual high chairs shall be provided under support bars, shall be of proper height for slab thickness, and shall not be over 4'-0" O.C. maxirnurn, unless otherwise indicated. Support bars shall not extend over V-0" beyond outer chairs. Support bars shall be No.5 continuous, 4'-0" O.C. maximum, unless otherwise indicated. EMBEDMENTS, SLEEVES, AND OPENINGS: It is the responsibility of the Contractor to coordinate the location and installation of anchorage devices cast into the structural frame for the support of material and equipment that is furnished and installed by various trades. All embedded conduit shall not be thinner than standard schedule 40 steel pipe and shall be spaced not less than 4 diameters on center, and outside diameter shall not exceed 1/3 the slab thickness. Aluminum pipe or conduit shall not be embedded in concrete. All penetrations through beams and slabs must be sleeved. Core drilling will not be permitted. Pitch concrete slabs where required for drainage. Concrete shall not be less than the minimum slab or bearn thickness shown. All anchors, inserts, and plate embeds for the support of steel shall be placed in accordance with approved shop drawings in conjunction with these drawings. STRUCTURAL STEEL: Fabrication and erection of structural steel shall be in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings", latest edition. All structural steel shall meet requirements of ASTM A36 unless otherwise indicated. All shop and field welding shall be performed by certified welders in accordance with AWS "Code for Arc and Gas Welding in Building Construction", latest edition. Use E70XX electrodes for all welding, including tack welds. All field welds and unpainted surfaces after bolted connections are completed shall be touched up. A325 Bearing Type Bolted Connections: All bolts shall meet the requirements of ASTM A325, bearing type connections. Bolts shall be 3/4" diameter, unless otherwise indicated, and be installed with standard A325 nuts and washers, and shall be installed snug tight. Splices in main support members will not be permitted except as indicated on the drawings. Shop point all steel. De -slag and field touch-up paint all welds, connections, abraded or rusted areas, etc, typical. WOOD SHEATHING ATTACHMENTS TO METAL FRAMING: Plywood Attachment Schedule: 5/8" plywood roof deck: Plywood roof deck shall be attached with 10d nails at 6" o.c. at all edges and supports unblocked. 1/2" wall sheathing: 8d nails at 6" o.c. at all edges and supports, unblocked. Shear walls are 1/2" plywood with 10d nails at 6" o.c. at all edges, 12" o.c. intermediate supports. GENERAL NOTES: Provide 2'-0"x2'--O" corner bars, some number and size, for all horizontal reinforcing, in footings, concrete beams, walls, and thickened slabs on grade. All details and sections shown on drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere on the project, except where a different detail is shown. It is necessary to use the structural drawings with the architectural drawings and project specifications to have a complete scope of the work involved in this project. All anchors, inserts, plate embeds and reinforcing shall be placed in accordance with approved shop drawings in conjunction with these drawings. Use strongbacks and templates to secure anchor bolts. Concrete wedge anchors and Topcons (used for securing secondary framing members only as indicated on the drawings) shall be W.S, series, galvanized, as manufactured by ITW/Ramset Red Head, or approved equal. Size and length as indicated on the drawings. Minimum embedment for wedge anchors shall be 5" unless otherwise indicated. Tapcons shall be 1/4" diameter with 1 1/4" embedment unless otherwise indicated. Provide hot dipped galvanized or stainless steel anchors for all exterior fasteners, unless otherwise indicated. Epoxy installed anchor bolts shall be HILTI HY150 epoxy anchor system using HAS standard rods for interior weather protected air conditioned areas only, and AISI 304 or 316 stainless steel for all exterior applications, with 6" minimum ernbedrrrent, unless otherwise indicated. Install in strict accordance with manufacturers printed instructions. Epoxy installed rebor shall be installed with HILTI HY150 epoxy anchor system with 8" minimum embedment, unless otherwise indicated. Install in strict accordance with manufacturers printed instructions. Field verify all existing dimensions, elevations, and conditions that affect new work or fabrication of new structural components. Notify Architect immediately of all deviations or discrepancies found. No structural drawings are to be reproduced in any form without written permission of the structural engineer. See specifications for additional project requirements. Do not scale drawings. 2x BLOCKING AT 1/2" SHEATHING -� 5'-0" O.C. TYP. 2x CONT. W/ 1/2 DIA. 1 A.B. AT 24" O.C. W/ 2x2x1/4 WASHERS TYP. 1/2" EXP. JT. - SLAB OR - 0'-0» GRADE T/SLAB X- 2x STUDS .SEE PLAN FOR SIZE AND SPACING. SIMPSON SP1 EACH STUD. :-r X X----- X 3" CLEAR fi CONT. SECTION ri SCALE: 3/4" = 1'-0" S2.1 WOOD POST SEE PLAN. 2x4 AT 24" O.C. MAX. P.T. BOTTOM PLATE - W/2--1 /4" DIA. TAPCON AT 12" O.C. MAX. HOLDOWN SEE PLAN, 2-- #4 TIES EACH DIRECTION 4" MIN, e e - -- ---- - - L Y_l fvl O I SEE PLAN. WWF - NEW SIMPSON HTT16 W/ 5/8" DIA. ANCHOR SET HIGH STRENGTH EPDXY W/ 10" MIN. EMBEDMENT. - 5/8" WALL SHEATHING W/10d NAILS AT 4" O.C. CONC. BASE AS REQ D. SEE ARCH. DWGS. %- NEW FOUNDATION SEE PLAN NEW OR EXISTING SLAB x -X 3" CLEAR 5-#5 EACH WAY. SECTION 3 SCALE: 3/4" = 1'-0" S2. BOLT 4- 2x8 W/ 1/2)) DIA. BOLTS AT 24" O.C. - TYP. WOOD POST --�. SEE PLAN HOLD DOWN - SEE PLAN NEW CONC. TE - 0'-0„ SEE PLAN T/SLAB 2- #5 CONT. -y 2- #5 EPDXY DOWEL BARS T. do B. W/ 6" MIN. ,EMBED. 2' 0" LAP EXIS TING WAIL SEE PLAN EXI STING SLAB AND FOOTING. SEE PLAN 6" MIN. _ SECTION �121 SCALE: 3/4" = 1'-0" \52.� ����1L•�iT!7 REINF. AS REQ'D. (SEE SCHEDULE) CORNER INTERSECTION 4 TYPICAL CORNER BAR DETAIL S2• PROVIDE MATCHING CORNER BARS FOR ALL8V HORIZONTAL REINFORCING AT INTERSECTIONS AND CORNERS OF ALL FOOTINGS, THICKENED SLABS ON GRADE, WALLS, BEAMS, AND CONTINUOUS KNOCK --OUT BLOCKS UNLESS OTHERWISE INDICATED. ABBREVIATIONS CONN. ........................ CON T. .................... . ... DIA. ........................... DIM. ........................... E.A. .......................... FTG. ........................... FDN. .......................... F.O.S. ........................ GB............................. H.S.A. ........................ L.L.H. ......................... L.L.V. ......................... LSL........................... MAS. .......................... ML............................. R............................. PSL OR PL ............... P.T. ........................... PT............................. SIM. ........................... ST'L. .......................... SW................. ... I .... .. REINF. ....................... R/W .......................... TB. .......................... TYP. .......................... T.S. ........................... U.N.O. .. W.A. ........................... W.W.F. ........................ LIST CONNECTION CONTINUOUS DIAMETER DIMENSION HILTI HVA EPDXY ANCHOR FOOTING FOUNDATION FACE OF STUD GRADE BEAM HEADED STUD ANCHORS LONG LEG HORIZONTAL LONG LEG VERTICAL TIMBER STRAND MASONRY MICROLAM PLATE PARALLAM POST TENSIONED PRESSURE TREATED SIMILAR STEEL_ SHEAR WALL REINFORCEMENT REINFORCED WITH TIE BEAM TYPICAL TUBE STEEL UNLESS NOTED OTHERWISE WEDGE ANCHOR WELDED WIRE FABRIC FRULAND AND COX, INC. M CONSULTING STRUCTURAL ENGINEERS 1318 Palmetto Avenue Florida EB #3746 Winter Park, Florida 32789 Eddie L. Cox, P.E. Phone (407) 628--3335 Florida P.E. #27499 Fax (407) 628-5075 ernail: fci@fciengineering.corn DESJGN THREE AS.SOC:IATES 815 ORIEN'TA AVE. SUITE 1050 AL`i'AMONTE SPRINGS, rL 32701 (407) 834.2444 AAP�M";2 PROJECT: NO: 02.025 II Rt It 1 (0 b 4 4� T NEW BAR RETROFIT & REMODEL STORE NO. 848 SANFORD, FL ISSUE: DATE: FOR CON5TRUCTION: --- 11-22-02 TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS FOR WF'MICH T14ESE VXUMENI3 WEREEORgINAL YTCREATED, EVOLVED MJDS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. DEVELOPED. REPRDOU.nbNS, CHMGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT WRITTEN PERMISSION FROM DF`;ION THREE ASS"TFS. FC# 0290 SHEET: 11 5/8" ROOF SHEATHING — TYP. 12 12 SEE SEE r--� � PLAN �- PLAN SIMPSON (2)H2.5 EACH JOIST - f Ii SIMPSON (2)H2.5 EACH JOIST " Ihl., 4- 10d AT LAP 4- 10d AT LAP ='p - 2x BLOCKING BETWEEN JOIST -_ _ 2x10 CUNT. W/2- 16d NAIL TO ROOF DECK AT 6" O.C. TYP. 2x10 CONT. W/2- 16d --� -� �. �-- (2)2x8 i '" EACH JOIST AND SOFFIT 51 2° EACH JOIST AND SOFFIT 51 SIMPSON SP2 EACH STUD 16'-1 5/8"+ T/PARAPET - T/PARAPET VERIFY 2x4 CONT. x3 1/2" W/2-- VERIFY [A\_1 8g SCREWS AT 12" O.C. TO \A EACH STUD. 1/2" WALL SHEATHING 1/ TYP, 2x4 W/2- 10d TOENAILS TY AT 24" O.C. 2x8 AT 12" U.C. (2)SIMPSON SP2 2- 8g SCREWS TO EACH STUD EACH STUD. (AT 12" O.C.) :'I 1/2" PLYWOOD SHEATHING 2x4 AT 16" O.C. Zi 2x4 AT 1 5/8" ROOF SHEATHING TYP. 4- 1Od ,f / FRAMING 4- 11 SIM A34 A ! SOFFIT I \ SOFFI T ST_�'-✓..'- 8 j _ Q ,I is 8' O"+ r (VERIFY) SEE 2x4 BRACE AT (VERIFY) S.3.1 I 12" O.C. W/4- 1 Od I EACH END I I I I _ 2'._6„ MAX, I I ADD 2x8 AS REYD W/ 1 L 2- #8 SCREWS AT 16" O.C. SIMPSON CS22 W/14-- 8d EACH 2x4 SECTION 1 SCALE: 3/4" - 1'-Q" 53.1 EXISTING 2x FRAMING T/EXISTING PLATE TO REMAIN !� EXISTING 2x BRACING TO REMAIN /�- EXISTING ROOF SHEATHING 2x BLOCKING BETWEEN JOIST (2)2x8 NAIL TO ROOF DECK AT 6" 0. SIMPSON SP2 EACH STUD 2x4 CONT. x3 1/2" W/2- 8g SCREWS AT 12" O.C. TO EACH STUD, 2x4 W/2- 10d TOENAILS AT 24" O.C. 2x8 AT 12" O.C. x8 BLOCKING 'SON A34 (8 BLOCKING AT 4'-0" O.C. AX. TYP. SECT10 N SCALE: 3/4" = 1'-O" 53.1 Ak T/EXISTING PLATE 16'-0"± BUTT. PLATE LOIL BOTT. PLATE11 7 , 14 0 - `� EXISTING ROOF TRUSSES EXISTING 2x8 STUD TO REMAIN EXISTING 2x8 STUD WALL TO REMAIN WALL TO REMAIN WALL SHEATHING WALL SHEATHING � �;i�' SIMPSON H2 AND A34 ' SIMPSON H2 AND A34 i �. i AT EACH RAFTER. AT EACH RAFTER. i ' (2) SIMPSON H2.5 EACH ' (2) SIMPSON H2.5 EACH RAFTER W/10- 8d NAILS. r RAFTER W/10- 8d NAILS. ` NEW 2-2x10 BEAM 'I NEW 2-2x1O BEAM SEE PLAN SEE PLAN 2x6 AT 24" O.C. 12 `� 2x6 AT 24" O.C. 12 ' �' ' NEW 2x6 LEDGER ATTACH g-- i 9 �„ 1-0 EXISTING STUDS W/ (2) 5/8" ROOF SHEATHING 5/8" ROOF SHEATHING #1 Ox 3 1 /2" LG. WOOD SCREWS AT 16" O.C.// �• i /�. SIMPSON LTP4 SIMPSON LTP4 TYP. TYP. >, ,/ , � SEE ARCH. �/ !�'. SEE ARCH. 2x6 CUNT. FASCIA NEW 4x4 '�'"%� SIMPSON CC44 COLUMN CAP 2x6 CANT. FASCIA NEW 4x4 W/ SIMPSON A34 AT WOOD POST i ''- W/4- 5/8" DIA. BOLTS. W/ SIMPSON A34 AT WOOD POST EACH RAFTER. EACH RAFTER. 1/2" ROOF SHEATHING 1'_9 1 4" I 4'-6" MAX. - SECTION 5 SCALE: 3/4" = 1'-0" 53.1 (5)2x8 CONT. STUDS (2)2x6 TOP TO HIGH ROOF. PLATE - _- 1/2 ROOF SHEATHING 1'-9 1 4" 4'-6" MAX. (2)2x8 JOIST -SIMPSON A34 AT 24" O.C. SIMPSON A34 AT 24" O.C. SIMPSON CS20 W/18- 8d- 4-- 1Qd EACH BLOCKING - 4- 10d EACH BLOCKING ROOF SHEATHING - (2)2x10 JOISTS AT EACH (2)2x6 MULL ROOF SHEATHING - T.r-r�� T. r ��... -�VARIES VARIES [�j� _,-�- . T � � T/ROOF C, TYP_ T/ROOF tt "� 2x8 JOIST � _- _- �- SIMPSON CS20 W/18- 8d SIMPSON A-34 T. & B. ` "' AT 32 O.C. " AT EACH 2 2x6 HQRIZ. __ AT 16 O.C. 2x8 JOISTS 2x8 BLOCKING AT 22 -10 f (} �r T/EXIST. PARAPET WALL TYP. f 2x8 BLOCKING AT 24" O.C. AT 16 O.C.0024 Q.C. W 4- 10d 'I� - �.; r W 4- 10d TOENAILS EACH END. TOENAILS EACH END II ,I_ (2)2x6 PT. PLATE VERIFY 2x6 HQRIZ, WINDOW �j / I (2) SIMPSON H2.5 EACH POST I, 2)2x6 W 2 16d NAILS. SUPPORTS AT 5 -0 O,C. �! (2)SIMPSON H2.5 EACH POST, �� I -?-. '- -� (-) .>. /� } VERTICALLY MAX. TYP. _�-= I AND (1) SP2 EACH STUD. � ��_AT 16 O.C. TO MATCH AND (1)SP2 EACH STUD. 2x4 AT 16" O.C. l/2 SHEATHING I EXISTING BRACWG AND STUDS. 4x6 COLUMN AND 4- `1Od,NAILS .. 2x6 BLOCKING AT 4' -[)" O.C. EXISTING, 2x6 AT 24" O.C. (2)2x6 VERTICAL I TO BE REMOVED. WINDOW MULLIONS CONT. !--_ MAX. TYP. _ NEW 2x6 AT 16" I -ROOF SHEATHING 1 F,'-0"f (2)2x6 MULLS CONT. FROM 2x6 AT 16" O.C. AT EACH 11r ` - — CONC. BEAM TO ROOF, TYP. J DEMOLISH EXISTING WALL - _ MATCH EXISTING T OVERHANG FRAME. - - 2x6 CONT. W/(2} 1Od NAILS UP TO 16'-0" NEW HEIGHT (2)2x6 BETWEEN MULLS AT 16')O.C. AT WINDOW SILL. __= 2x4 AT 16 O.C. NEW 2x6 P.T. BOTTOM PLATE - j�. ��� l NEW SIMPSON A34 ' _ ATTACH W/2-10gx 3 1/2" % ��1 EXISTING ROOF 1/2" SHEATHING SCREWS AT 16 O.C. �/� 4- 10d SHIM AS REQ D. /, i SHEATHING 5/8" ROOF SHEATHING r-� -I"G� L=G�� '- l7G• T/BEAM JI 6 TOP PLATE 12 r _ (2)2x NEW SIMPSON H6 SEE PLAN I 2x6 AT 16" O.C. ' EACH STUD i;I �''� NEW 2x BLOCKING SIMPSON A34 2x4 AT 16" O.C. F NEW MICROLAM BEAM SEE 7 SIMPSON CS22 EACH 2x4 i{ I SEE PLAN NEW COLUMN BEYOND ,_ 8 -0 ± 2x6 BLOCKING SEE PLAN A/ � EXISTING WOOD JOISTS SEE ARCH.DWGS. _ TO REMAIN 1 /2" SHEATHING --� USE SIMPSON BC46 A T2x8 CUNT LEDGER NAIL TO 2x6 CUNT. W/ _.� 4x6 COLUMN ATTACH W / EXISTING STUD WALL W/2- 2- 16d EACH 9- 16d NAILS. JOIST AND SOFFIT. 2'-6" _ 2'-O" ± 16d NAILS. VERIFY EXISTING 2x STUD WALL � YP � Od AT LAPS � E C TI 0 N �- TO REMAIN. 2x4 P.T. CANT. W/ 2- #8 SCREWS x3 1/2" AT 16" O.C. SCALE: 3/4" - 1'-0" 53.1 2x RAFTER SECTION 3 SIMPSON A34 CLIP SCALE: 3/4" = 1'4" S3.1 EACH SIDE. EXISTING 2x FRAMING 22'-10" F \ TO REMAIN � T/PARAPET WA_LL I _ Ir ' 7 EXISTING 2x FRAMING EXISTING 2x BRACING III ` l'_ TO BE REMOVED SIMPSON H3 CLIPS -- - —� TO REMAIN III I TOP TO LEDGER (2)-#8 x 3 1/2" LG. EXISTING ROOF SHEATHING li I I WOOD SCREWS REMOVE EXISTING Ii AT CORNER POST, STUD WALL, STOP II EXISTING ROOF SHEATHING TO BE REMOVED. AT HEIGHT of 16 -o � ti �_ SECTION A —A -11 I NEW (2)2x6 W/(2) EXISTING 2x6 II I 16d NAILS AT 16" Q.C. STUDS AT 16";-,�- C� II i 4- 10d NAILS ROOF DECK EXISTING ROOF TRUSSES 16'-OIIt r SEE PLAN TO REMAIN NEW T/PARAPET WALL - NEW 5/8ROOF DECK l 1 i S SIMPSON H2 AND A34 MATCH EXISTING y � NEW 2x4 BRACE AT 16 O.C. �� � I SEE -- � i , /-- �, i EXISTING 2x8 BLOCKING ;!; 1 TO MATCH EXISTING BRACING AN DI STUDS. �•�.1 SEE 12 , �l AT EACH RAFTER W/SIMPSON HANGERS. ___ % NEW SIMPSUN A34 CLIP --" ARCH. F- NEW CUNT. P.T. 2x8 LEDGER A ATTACH TO V'lALI. W/2 16d �n�1 AT EACH BRACE _ 2x6 S1RUCTURAL. FASCIA �� EXISTING 2x8 CONT. LEDGER - , 1 NAILS AT EACH EXISTING STUD. CONT. 2x6 W/(2) 10d EXISTING ROOF W/ SIMPSON A34 "+t+ t ��. NAILS AT 16" O.C. I SHEATHING CLIPS AT EACH RAFTER , r; -r;i�- rr.-r.-- r'- n r-r-Z/_Trrrrrrrri.!-/err iCrl'1 EXISTING ROOF TRUSSES ; i %' 2x6 LEDGER W 2 NEW 2x6 LEDGER ATTACH - 6-10d NAILS -- /( } TO BE REMOVED I; �: - ;',i �' % #8x3 1/2" LG. WOOD TO EXISTING STUDS W/ (2) I"! _ L 6'-6" _NIA _._ SCREWS AT EACH #10x 3 1 /2 LG. WOOD , 1x6 TOP AND EXISTING WOOD JOISTS BUTT, CHORDS _ EXISTING STUD ON WALL. SCREWS AT 16 O.C. -' I I �,; �� TO REMAIN A-f HIP RAFTERS 2x8 EACH SIDE OF WEB _ 2'- 6 — WITH 4 16d x3 1/2 NEW 4x4 WOOD POST AND BEAM. SEE 6 I% EACH SIDE FOR CONN. �5 SECTION 8 SEE - ---I --- "' '- NEW P.T. 2x8 BLOCKING W/ �3.1------- „ „ s3.1 �. <. _ SCALE: 3/4 = 1 --Q 53.1 SIMPSON CC44 COLUMN CAP FOR NEW ROOF SIMPSON LUS28 HANGER ATTACH W 4- 5/8" DIA. BOLTS. CONSTRUCTION. SECTION 7 W/4- 10d x1 "1 /2" NAILS TYP. NEW METAL STUD SCALE: 3/4" = 1'- Q» S3.1 15'-'6" I - T/CURB r v (2)2x4 P.T. PLATE W/ (2)-16d NAILS AT NEW 2x6 STUDS AT 16" O.C. SIMPSON A34 CLIP 6" O.C. - NEW 4- 10d NAILS EACH BRACE AT EACH STUD NEW 2x4 STUDS""' NEW CONT, (2)2x6 P.T. -A,- AT 16" U.C. f SECTION T/EXISTING PLATE PLATE W/2- 16d NAILS NEW 2x4 AT 16 O.C. BRACE =, -� Tl AT 16 O.C. - _ " 1 /2 ROOF SHEATHING _ NEW 4x4 BEAM W/ 3/4" SCALE: 3/4 - 1 -0�Sll)16 -0 1� �{,= EXISTING ROOF SHEATHING DIA. 1HRU-BOLT; AT NEW SIMPSON A34 NEW SIMPSON A34 p� V_A_R�IES 16" O.C. j II CLIP AT EACH STUD. CLIP AT EACH BRACE -`r' (/TRUSS I (2)2x12 RIDGE BEAM SIMPSUN CS10 W/18- 10d I _ CONT. P.T. 2x6 PLATE W/ SEE PLAN AT EACH JOIST PAIR. TYP. I �I NEW 2x6 PLATE N .c „ EXISTING ROOF NEW 4x6 BLOCKING I 16d NAILS AT 6" 0. �. � 2-- 16d NAILS AT 6 O.C. •.�. ROOF SHEATHING (2)2x10 BEAM I, _ SHEATHING 1 1 /2x1 1 /4x16GA 1/2 SHEATHING i `--� SIMPSON MSTA 30 HORIZ. SIMPSON PC POST CAP STRAP W/11- 10d x3 1/2" BEAM BELOW. I TO TOP PLATE AND 11- 10d WOOD COLUMN �j J\r I X3 1/2" TO POST. (TEN= 2025#) SEE PLAN PLAN DETAIL 9 SECTION 10 SCALE: 3/4" = 1'-0" S3.1 SCALE: 3/4" = 1'4' 511 WOOD BEAM WOOD BEAM j SEE PLAN SIMPSON LaTA12 W/ WOOD POST 10- 10d HQRIZ. BEAM SEE PLAN SEE PLAN SEE PLAN TO POS1. T/BM SIMPSON ECC (+HW) WOOD POST OP fIONAL 51MPSON SEE PLAN ECCLL SIMPSON HW / WELD HW TO SIMPSON HUC 612 3 16 4 \ ECC, / HANGER W/16- 16d TO POST, 6- 16d TO BEAM. 6- POST 6- 10d TO BEAM. SEE PLAN (CAP.-2680# DOWN/1070# UPLIFT) SECTION 12 SECTION 13 SCALE: 3/4" - 1'-0" 53.1 SCALE: 3/4" = 1'-0" 53.1 �- - .. - - -- - f1 L1 I SIMPSON LUS28 -- - - - -� 1 METAL FIAT FURRING f_® ,/ AT 24 O.C.�E ) W/10-- 10d NAILS I EXISTING ROOF !%�:-! -- EXISTING 2x FRAMING I I SHEATHING j `� MATCH EXISTIN P ' -- 4- 10 TEK SCREWS TO BE REMOVED I # EXISTING WOOD JOISTS°��._ EXISTING 2x STUD ' c��X C J % , � TNEW 3 5 8x16GA METAL TO REMAIN. , T REMAIN i USES / .�v. WALL 0 �j EIS TING ROOF TRUSSES TO REMAIN STUDS AT 4 -0 O.C. SECTION B—B 2x8 JOIST SEE PLAN FOR LOCATIONS AT 24" O.C. NEW 2-2x10 BEAM' NEW 2x8 BLOCKING W/ SIMPSON LUS28 A CLIP ANGLEESI�Iy THREE ASSOCIATES HANGER ATTACH W/4- 10d x1 1/2 NAILS. \� -----� 4 x1610 TEK SCREWS ;'s� s oRiNrA AVE. Su9T1✓ t o5® SEE PLAN ii % / # ALIT ANTE SPRINGS, FL 32701 i� CUNT. 2x8 LEDGER ATTACH INTO M.S, AND 4- I ` # g (40��,��a,zaaA SECTION ri16 12 r' B �. WOOD SCREWS INTO WOOD TO WALL W/2- 16d NAILS PRo ECT: NO:02025� - » 53.1 SEE S3.1 9I -_ i / t PLATE. TYP. SCALE. 3/4 - 11, 0 ; ; , AT 16 O.C. (2)--16d NAILS AT 6 O.C. FOR RAFTER INFO. AND FASCIA % 6 SIMPSON A34 CLIP BEAM �, r f SEE 53.1 WOOD 1 2 ROOF .SHEATHING AT EACH STUD vit (nlka Do �, SEE PLAN /� FOR WALL CONNECTION _, 1- 14 -0 SEE PLAN SIMPSON LTP4 W/ 12- -- AND SIMPSON CONNECTORS. r ' � T/JOIST NEW:,E,A,R RETROFIT & REMODEL, 8d x1 1 2 NAILS TYP. /,�, � _ � ��__ -- �- ),oRO,)TORE No, 848 / �,AN1�L (2)SIMPSON H2.5 EACH EXISTING ROOF SHEATHING ISSUE ;. ; RAFTER W/10- 8d NAILS _ __--- _ ... 2x8 EACH SIDE OF WEB Fo _ SEE ARCH, c k // c�ST�ucTI�N:---_---- II-1�-�� WITH 4- 16d x3 1 /2 SIMPSON HUC 612 HANGER NEW 4x4 EACH SIDE � ----- -- ---- SIMPSON A34 EACH SIMPSON CC44 COLUMN CAP W/16-16d NAILS TO POST WOOD POST W 4- 5 8" DIA. BOLTS. TYP, e -2 � g ��- RAFTER W/8- 8d / / EXISTING WOOD JOISTS AND 18- I CA NAILS TO x1 1 /2 NAILS. NEW 4x6 BLOCKING ATTACH --- -- �I-� -- BEAM TO EXISTING JOIST W/SIMPSON TO REMAIN LUS46 W/8- 16d NAILS SECTION(_"1_6S6ECTION 15 SCALE: 3/4" == 1'-0" �Sll)SECTION ri SCALE: 3/4" = 11 --0" 53.1 SCALE: 3/4" = 1'-0" 53.1 TO THE BEST OF MY KNOWLEDGE THE DRAWINGS AND SPECIFICATIONS FOR va+C THESE DOCUMEHT3 WEEREEORGINAUy CREATEE A,iSOCLATES D, D AND DEVELOPER. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. WNHOUT WRTTENAPt;WSSON FROM DESIGN THREE ASSOCIATES. FC# 0290 SHEET: s3ol