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2 ! ! ! IF I VICINITY MAP/ AERIAL ��� kv SYMBOLOGY/ LFGEND ELEVATION NUMBER SHEET NUMBER DETAIL SECTION OR 0- OR PLAN NUMBER WALL SECTION NUMBER, BUILDING SECTION LETTER SHEET NUMBER - DETAIL NUMBER SHEET NUMBER EXTEI��IOR C4 DINING ROOM SANFORD, RENOVATIONS BASED ON THE 20/20 DESIGN FOR A BK -2500 FLOOR PLAN GENERAL SITE ACCESSIBLE NOTES REVISION ISSUE LOG I. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 -INCH PER FOOT IN ANY DIRECTION. REV ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 2. PEDESTRIAN WAYS THAT ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS REQUIRED. 3. THE SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A BLUE BACKGROUND, AT LEAST 3 FEET SQUARE. CURB RAMPS, WALKS AND SIDEWALKS: 4. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT - INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2- INCH AND SHALL BE A MINIMUM OF 48 -INCHES IN WIDTH. 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL COMPLY WITFI THE PROVISIONS FOR PEDESTRIAN RAMPS. 6. SURFACE GROSS SLOPES SHALL NOT EXCEED 1/4 -INCH PER FOOT (2.08%). 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 -INCH. WHEN CHANGES IN LEVELS DO OCCUR, THEY SHALL NOT BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 -INCH MAY BE VERTICAL. 8. WHEN CHANGES IN LEVELS GREATER THAN '1/2 -INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS & PEDESTRIAN RAMPS. 9. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE SLIP -RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 10. 1'1. CURB RAMPS SHALL BE CONSTRUCTED AT EACH (CORNER OF S rREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET IN AND SHALL LIE GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OFSURFACE E WARPING AND CROSS SLOPE. OWNER & CONSULTANTS NUMBER CODE / PROJECT DATA 12. 'THE SLOPE OF CURB RAMPS SHALL NOT EXCEED '1 VERTICAL TO 12 HORIZONTAL. THE INTERIOR FINISH NUMBER C -, EXTERIOR FINISH NUMBER/ �/ INTERIOR PARTITION SPRINKLER SYSTEM: SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMP SHALL NOT EXCEED ONE OWNER ,;� •�-js{r �£1.,. I�f. f.� .ef� ;i'3... fs. �i 4. %fi?3 # ..,£ } r £ SHALL H)`,,E A? - oft ...itsjss 1�`s s BUILDING CODE: 2010 FBC £ -s_ f " I 1£ t t F1t7 VERTICAL TO 10 HORIZONTAL. Irl... O A f.'< :.ii .x....i S:si .SF'....._: SECTIONS & DETAILS ELECTRICAL ENGINEER PLUMBING CODE: 2010 FPC 13. A3.0 DOOR N1 ® 6'-0" = 70" - DOOR N2 0 3'-0" = 34" ELECTRICAL CODE: 2008 NATIONAL ELECTRICAL CODE KITCHEN- EXISTING TO REMAIN) A LEVEL LANDING 3 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB MAGIC BURGER, LLC B. INTERPLAN LLC MECHANICAL CODE: 2010 FMC E1.0 RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR GUILLERMO PERALEZ DS 604 COURTLAND ST, SUITE 100 FIRE & LIFE SAFETY CODE: 2010 FFPC DOOR AND WINDOW SCHEDULE AND DETAILS THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 7750 N MacARTHUR BOULEVARD ORLANDO, FL 32804 ACCESSIBILITY: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN We - - I11 S StiLAN7 Ar4r-' R" `' FOR P" _ U7. A f'Efdtri TO F�IROCEFo VATH ONE VERTICAL TO 12 HORIZONTAL, SUITE 120-221 C. PHONE: 407-645-5008 FLOOR DRAIN FE '14. THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2 -INCH COUNTER SLOPE IRVING, TX 75063 ALL PARTITION EXTERIOR CORNERS SHALL HAVE SCREW -ATTACHED METAL ENGINEER OF RECORD: JERRY RUSSO CONSTRUCTION CLASSIFICATION: TYPE V - UNPROTECTED CORNER BEADS UNLESS NOTED OTHERWISE. IMMEDIATELY ADJACENT TO RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER ()f1 ri3�'(1iGFt Vic:k:,�^7'1�)i�r; < r JGo _ MT MARBLE THRESHOLD D. ITEMS "TO BE RELOCATED" SHALL BE STORED IN A PLACE DESIGNATED IN F. THAN 1:20. ARCHITECT CONSTRUCTION AREA ACCORDING TO OWNER'S INSTRUCTION. STRUCTURAL ENGINEER BUILDING OCCUPANT LOAD: 82 15. THE SLOPE OF TYPICAL RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. APPLIED. E. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED BASIS: AREA CALCULATION WD THE LENGHT OF THE LANDING AT THE BOTTOM AND THE TOP OF THE RAMP SHALL BE 5 INTERPLAN LLC MORE SHALL BE TAPED AND THE SCREWS SPOTTED WHETHER OR NOT WALL DANSK CONSULTING INC. TOTAL GROSS BUILDING AREA= s� y�2I846 TREATMENT IS SCHEDULED. FEET X THE WIDTH OF THE RAMP. 604 COURTLAND ST, SUITE 100 1673 LAKE BALWIN LANE (ALLOWED AREA FOR TYPE V -B } = 6,000 S.F:) PLYWD 1. WALL MOUNTED ACCESSORIES OR EQUIPMENT ORLANDO, FL 32804 WALLBOARD, INTERIOR FRAMING, WINDOWS, ACOUSTIC CEILING TILE, PLUMBING ORLANDO, FL 32814 2. WALL MOUNTED DOORSTOPS REFER TO THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" FOR ADDITIONAL PHONE: 407-645-5008 POUNDS PER SQUARE FOOT PHONE: 407-252-4225 EQUIPMENT, LIGHT FIXTURES, RECEPTACLES, WIRING, CABLE, CONDUIT, WITHIN PT REQUIREMEN IS. ARCHITECT OF RECORD: LOUISE GRAVER ENGINEER OF RECORD• BJARNE MADSEN OCCUPANCY GROUP: A-2 (ASSEMBLY, SMALL) NOTES TO GENERAL CONTRACTOR: 1. GENERAL CONTRACTOR TO MODIFY THE EXISTING ROUTE TO THE BUILDING TO COMPLY WITH THE ACCESSIBLE ROUTE REQUIREMENTS OF THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" IF REQUIRED. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXISTING SITE CONDITIONS DURING BIDDING. DISCUSS THE SCOPE OF WORK WITH MAGIC BURGER'S CONSTRUCTION MANAGER BEFORE SUBMITTING BIDS. ■ 0 ROOM NAME 0 ROOM NUMBER EQUIPMENT NUMBER 116,-V#' ELEV. DATUM POINT TRUSS BRO. NEW COLUMN EXISTING COLUMN GRID NUMBER GRID NUMBER OR LETTER OR LETTER Q_ 7 V_ s CONTACT: RAFAEL CARBONE CONTACTS GOVERNMENTAL AGENCIES DEPT,: BUILDING DEPARTMENT NAME: CITY OF SANFORD BUILDING DEPARTMENT ADDRESS: 300 NORTH PARK AVE SANFORD, FL 32772 CONTACT: ANNETTE SCOTT PHONE: 407-688-5150 FAX: 407-688-5152 EMAIL: Annette. scotte®sanford fLgov � A tl O�50 O t 3, 41' �O 1 1 5C R p. N pF;� ;,AA VOjZ � �5 P\31 �SiV� Go \31 EN �\ SAyNGo ' ,\s �- �� R GP� LFa op�� c S�pPE p Zp r^�,aG OSA p t.0 F 15 01 U� BUILDING AREAS: BUILDING TOTAL (GROSS): 2,846 SQ. FT. DINING ROOM AREA (GROSS): 1,158 SQ. FT. KITCHEN (GROSS): 1,210 SQ, FT. OCCUPANCY LOAD: ASSEMBLY (UNCONCENTRATED): 684 S.F. / 15 = 46 PEOPLE KITCHEN: NOTE NUMBER 0- WINDOW NUMBER ODOOR NUMBER A- REVISION NUMBER (D- INTERIOR FINISH NUMBER C -, EXTERIOR FINISH NUMBER/ �/ INTERIOR PARTITION 0 ROOM NAME 0 ROOM NUMBER EQUIPMENT NUMBER 116,-V#' ELEV. DATUM POINT TRUSS BRO. NEW COLUMN EXISTING COLUMN GRID NUMBER GRID NUMBER OR LETTER OR LETTER Q_ 7 V_ s CONTACT: RAFAEL CARBONE CONTACTS GOVERNMENTAL AGENCIES DEPT,: BUILDING DEPARTMENT NAME: CITY OF SANFORD BUILDING DEPARTMENT ADDRESS: 300 NORTH PARK AVE SANFORD, FL 32772 CONTACT: ANNETTE SCOTT PHONE: 407-688-5150 FAX: 407-688-5152 EMAIL: Annette. scotte®sanford fLgov � A tl O�50 O t 3, 41' �O 1 1 5C R p. N pF;� ;,AA VOjZ � �5 P\31 �SiV� Go \31 EN �\ SAyNGo ' ,\s �- �� R GP� LFa op�� c S�pPE p Zp r^�,aG OSA p t.0 F 15 01 U� BUILDING AREAS: BUILDING TOTAL (GROSS): 2,846 SQ. FT. DINING ROOM AREA (GROSS): 1,158 SQ. FT. KITCHEN (GROSS): 1,210 SQ, FT. OCCUPANCY LOAD: ASSEMBLY (UNCONCENTRATED): 684 S.F. / 15 = 46 PEOPLE KITCHEN: 1210 S.F. / 200 = 6 PEOPLE L SHT. NO. DESCRIPTION CS WAITING: 151 S.F. / 5 = 30 PEOPLE TOTAL: 82 PEOPLE TOTAL # OF EXISTING SEATS: 70 SEATS TOTAL 1f OF PROPOSED SEATS: 72 SEATS WIND SPEED: 140 MPH SPRINKLER SYSTEM: YES ____ NO _ X _ •YE sx' f gg€ £f- -f ., t- f'` �•s ., ;.l�l..r £"3. ,;.f.7)� ,;� •�-js{r �£1.,. I�f. f.� .ef� ;i'3... fs. �i 4. %fi?3 # ..,£ } r £ SHALL H)`,,E A? - oft ...itsjss 1�`s s 1� i°#� 10 # /Six r i SFE t I r4 51'�°31.3 ;1 £ -s_ f " I 1£ t t F1t7 i - £1 xf s E t. s f £f j i., R £ - 1a,� i27 s} e.f (-x.) lio i 'x.£ , Irl... O A f.'< :.ii .x....i S:si .SF'....._: SECTIONS & DETAILS A2.1 EXITS - DINING AREA A3.0 DOOR N1 ® 6'-0" = 70" - DOOR N2 0 3'-0" = 34" A4.0 DOOR E1 ® 3'-8" = 44" (DOOR E1 AT KITCHEN- EXISTING TO REMAIN) 148" WALL SECTIONS PLUMBING FIXTURES EXISTING MEN WOMEN, WC 1 2! LAV 2 2 URINAL 1 N/A RtQU14EU_--'----PROVIDED -- MEN WOMEN MEN WOMEN \� 2 2 1 2 1 1 2 2 , - N/A 1 N/A SHEET INDEX SHT. NO. DESCRIPTION SHT. NO. DESCRIPTION CS INDEX, CODE ANALYSIS, LOCATION MAP, LEGEND STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS SO.1 STRUCTURAL NOTES A1.0 FLOOR PLAN S1.1 FOUNDATION PLAN A1.1 REFLECTED CEILING PLAN S2.1 ROOF FRAMING PLAN A1.2 ROOF PLAN S3.1 SECTIONS & DETAILS A2.0 EXTERIOR ELEVATIONS S3,2 SECTIONS & DETAILS A2.1 EXTERIOR ELEVATIONS - - A3.0 ENLARGED RESTROOM PLAN & ELEVATIONS - - A4.0 WALL SECTIONS ELECTRICAL DRAWINGS A4.1 WALL SECTIONS B. G.C. TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY Av-€'£ 01' ;"``'£ E1.0 ELECTRICAL PLAN &SCHEDULES DOWN DS DOWN SPOUT CAREFUL MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THE A7.0 DOOR AND WINDOW SCHEDULE AND DETAILS EXPANSION JOINT r•ntiU`fPiit'JINALL-Y A8.0 FINISH SCHEDULES - EXTERIOR - We - - I11 S StiLAN7 Ar4r-' R" `' FOR P" _ U7. A f'Efdtri TO F�IROCEFo VATH EQUAL NOTED ON PLANS. C. r'C1Ntivltj �L, Trj ;3C t TY -1-0 rtjj WORK At• r) P,Io7 A AlJ'fHOR C) 'iH6 �.�'r ASIDE AfdY .-unt 1 FLOOR DRAIN FE FIRE EXTINGUISHER G)F tits £f P Il f'pj Vd rd'f THE:'BUILDING EG• E. ALL PARTITION EXTERIOR CORNERS SHALL HAVE SCREW -ATTACHED METAL TYP t ,<, c t,r�aly tat Ar1�. c,(DNSTru�rdold MR CORNER BEADS UNLESS NOTED OTHERWISE. UNO ()f1 ri3�'(1iGFt Vic:k:,�^7'1�)i�r; < r JGo _ CONTRACTOR GENERAL NOTES A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL, PRIOR TO SUBMITTING A BID. REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER PRIOR TO BID. B. THESE DOCUMENTS ARE BASED UPON MEASURED DRAWINGS AND OTHER INFORMATION PROVIDED BY THE OWNER AS WELL AS NON-INVASIVE SITE VISITS. THE MEASURED DRAWINGS INCLUDE ONLY THOSE ELEMENTS AND SYSTEMS EXPOSED TO VIEW AND HAVE NOT BEEN FIELD VERIFIED. THE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED WITHOUT THE BENEFIT OF KNOWLEDGE OF THE EXACT EXISTING STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING BUILDING ELEMENTS AND SYSTEMS, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK, REVIEW THE CONTRACT DOCUMENTS AND NOTIFY THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES PRIOR TO BID. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRE, OR FOR ANY DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. D. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. E. CONTRACTOR, DURING PRE-BID SITE VISIT, SHALL TAKE NOTICE OF ANY VISUALLY APPARENT CODE VIOLATIONS AND ALLOW IN HIS/HER BID FOR CORRECTING SUCH VIOLATIONS. F. CONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN THEIR SCOPE OF WORK WITH OTHER TRADES. G. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES DISCOVERED DURING DEMOLITION AND CONSTRUCTION PHASES OF THE PROJECT. H. THESE NOTES APPLY TO ALL SHEETS. ERM IT2_ 49 _ ABBREVIATIONS AC AIR CONDITIONING I ABOVE FINISH FLOOR GENERAL NOTES AIR HANDLING UNIT DEMO GENERAL NOTES; A. ALL DIMENSIONS ARE TO FACE OF MASONRY OR FINISH FACE OF PARTITION A. ALL DEMOLITION IS TO BE PERFORMED IN A SWIFT, SAFE MANNER SO AS TO ALUMINUM THRESHOLD UNLESS OTHERWISE NOTED. BOARD KEEP DISTURBANCE TO BUILDING TENANT TO A MINIMUM IT IS UNDERSTOOD THAT BLANKET CLG CONTROLL JOINT ALL SALVAGEABLE ITEMS REMOVED IN DEMOLITION INCLUDING BUT NOT LIMITED B. ALL ANGLES SHALL BE 45, 90, 135 DEGREES UNLESS OTHERWISE NOTED ON CONCRETES MASONRY UNIT TO DOORS, FRAMES, HARDWARE, GLAZING, CASEWORK, HVAC EQUIPMENT, LIGHTING, COLUMN PLAN. CONCRETE RECEPTACLES, ETC. SHALL REMAIN ON SITE AS OWNER PROPERTY. COORDINATE CONTINUOUS CPT CARPET STORAGE REQUIREMENTS WITH OWNER. C. ALL INTERIOR OPENINGS TO BE 3'-0" WIDE CLEAR UNLESS OTHERWISE CENTER LINE DBL DOUBLE DIMENSIONED ON PLAN, BULKHEAD TO ALIGN WITH TOP OF DOOR FRAMES, B. G.C. TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY DIAMETER TYPICAL. REFER TO DOOR SCHEDULE FOR HEIGHT. DIMENSION AND TO CONTAIN DUST DUE TO DEMOLITION. GENERAL CONTRACTOR SHALL TAKE DOWN DS DOWN SPOUT CAREFUL MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THE D. DOOR FRAMES OCCURRING ADJACENT TO INTERSECTING PARTITIONS SHALL EXPANSION JOINT WORK AREA THROUGH OPENINGS, DUCTWORK, ETC. ELECTRICAL BE INSTALLED FOUR INCHES FROM THE PARTITION UNLESS OTHERWISE ELEVATION EQ EQUAL NOTED ON PLANS. C. CONTRACTOR TO PATCH AND/OR REPAIR REMAINING FLOOR, WALL AND CEILING FLOOR DRAIN FE FIRE EXTINGUISHER SURFACES AS NEEDED DUE TO DEMOLITION OF REMOVAL OF CONSTRUCTION TO E. ALL PARTITION EXTERIOR CORNERS SHALL HAVE SCREW -ATTACHED METAL TYP MATCH EXISTING. MR CORNER BEADS UNLESS NOTED OTHERWISE. UNO UNLESS NOTED OTHERWISE MT MARBLE THRESHOLD D. ITEMS "TO BE RELOCATED" SHALL BE STORED IN A PLACE DESIGNATED IN F. WALL SURFACES SHALL BE PROPERLY PREPARED TO RECEIVE NEW VERT CONSTRUCTION AREA ACCORDING TO OWNER'S INSTRUCTION. NA FINISH(ES). JOINTS SHALL NOT BE VISIBLE AFTER NEW FINISH HAS BEEN VT VINYL THRESHOLD NIC APPLIED. E. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED G. GYPSUM WALLBOARD ON PARTITION REQUIRING A RATING OF ONE-HOUR OR WD OTHERWISE OR RETURNED TO OWNER, ALL OTHER DEMOLISHED MATERIAL SHALL BE COMPLETELY DESTROYED PRIOR TO DISPOSAL. NTS MORE SHALL BE TAPED AND THE SCREWS SPOTTED WHETHER OR NOT WALL WP WATERPROOF OC TREATMENT IS SCHEDULED. F. GENERAL CONTRACTOR SHALL PROVIDE DEMOLITION AS INDICATED ON DRAWING H. BLOCKING BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS- / W/ INCLUDING REMOVAL AND DISPOSAL OF ALL FLOORING, WALL BASE, GYPSUM PLYWD 1. WALL MOUNTED ACCESSORIES OR EQUIPMENT WALLBOARD, INTERIOR FRAMING, WINDOWS, ACOUSTIC CEILING TILE, PLUMBING PREFAB 2. WALL MOUNTED DOORSTOPS FIXTURES, DOORS, FRAMES, HARDWARE, GLAZING, CASEWORK, ELECTRICAL PSF POUNDS PER SQUARE FOOT EQUIPMENT, LIGHT FIXTURES, RECEPTACLES, WIRING, CABLE, CONDUIT, WITHIN PT 3. WALL MOUNTED DOOR HOLD -OPEN DEVICES AND/OR CLOSERS LIMITS OF CONSTRUCTION AND NOT IN USE IN AREAS OF WORK FROM WITHIN QT 4. TOILET ROOM ACCESSORIES WALLS AND ABOVE CEILING. R 5. OTHER LOCATIONS AS REQUIRED BY ARCHITECT G. DINING AREA WALLS SLATED TO REMAIN SHOULD HAVE ALL FINISHES REMOVED I. ALL EQUIPMENT AND APPLIANCES ARE SUPPLIED BY BUILDING OWNER (BACK TO GYP BD.) THAT WILL INHIBIT INSTALLATION OF NEW FINISHES. UNLESS NOTED OTHERWISE ON PLAN, GENERAL CONTRACTOR TO VERIFY ALL EQUIPMENT AND APPLIANCE DIMENSIONS BEFORE PROCEEDING WITH H. GENERAL CONTRACTOR SHALL PROVIDE DEMOLITION AS REQUIRED WITHIN LIMITS CONSTRUCTION. OF CONSTRUCTION AND AS INDICATED ON DRAWINGS FOR EXTERIOR WALLS, ROOF, J. ALL FINISHES SHALL MEET FBC CODE, CHAPTER 8 FINISH REQUIREMENTS. AND INTERIOR. DEMOLITION TO INCLUDE, BUT NOT LIMITED T0: REMOVAL AND REFER TO COVER SHEET FOR CODE DATA BLOCK. CONTRACTOR TO DISPOSAL OF ALL FRAMING, ROOFING, FINISH MATERIALS, WINDOW/ DOORS & COORDINATE AND SUPPLY BK REPRESENTATIVE WITH FINISH SAMPLE IF FRAMES, ELECTRICAL EQUIPMENT, LIGHT FIXTURES, RECEPTACLES, WIRING, DEVIATION FROM DRAWINGS. ANTENNA CABLE, CONDUIT, HVAC EQUIPMENT, SUPPLY/ DIFFUSERS, AND DUCT WORK, NOT IN USE IN AREAS OF WORK FROM WITHIN WALLS AND ABOVE CEILING. CONTRACTOR GENERAL NOTES A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL, PRIOR TO SUBMITTING A BID. REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER PRIOR TO BID. B. THESE DOCUMENTS ARE BASED UPON MEASURED DRAWINGS AND OTHER INFORMATION PROVIDED BY THE OWNER AS WELL AS NON-INVASIVE SITE VISITS. THE MEASURED DRAWINGS INCLUDE ONLY THOSE ELEMENTS AND SYSTEMS EXPOSED TO VIEW AND HAVE NOT BEEN FIELD VERIFIED. THE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED WITHOUT THE BENEFIT OF KNOWLEDGE OF THE EXACT EXISTING STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING BUILDING ELEMENTS AND SYSTEMS, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK, REVIEW THE CONTRACT DOCUMENTS AND NOTIFY THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES PRIOR TO BID. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRE, OR FOR ANY DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. D. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. E. CONTRACTOR, DURING PRE-BID SITE VISIT, SHALL TAKE NOTICE OF ANY VISUALLY APPARENT CODE VIOLATIONS AND ALLOW IN HIS/HER BID FOR CORRECTING SUCH VIOLATIONS. F. CONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN THEIR SCOPE OF WORK WITH OTHER TRADES. G. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES DISCOVERED DURING DEMOLITION AND CONSTRUCTION PHASES OF THE PROJECT. H. THESE NOTES APPLY TO ALL SHEETS. ERM IT2_ 49 _ ABBREVIATIONS AC AIR CONDITIONING AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ASPH ASPHALT AT ALUMINUM THRESHOLD BD BOARD BLKT BLANKET CLG CONTROLL JOINT ROUGH OPENING HOW CMU CONCRETES MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE C/L CENTER LINE DBL DOUBLE OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN DS DOWN SPOUT EA EACH EJ EXPANSION JOINT El_EC ELECTRICAL EL.EV / EL ELEVATION EQ EQUAL EXIST EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER r ! FF FINISH FLOOR REBAR REINFORCING BAR FR FIRE RATED REF REFERENCE GALV GALVANIZED REINF REINFORCE GYPBD GYPSUM BOARD REQ'D REQUIRED HC HANDICAPPED RO ROUGH OPENING HOW HARDWARE SB SPLASHBLOCK HM HOLLOW METAL SHLVS SHELVES HVAC HEATING, AIR CONDITIONING, & VENT SIM SIMILAR INFO INFORMATION SPEC SPECIFICATION INSUL INSULATION SS STAINLESS STEEL LAC LAY -IN ACOUSTICAL CEILING STL STEEL MAS MASONRY STOR STORAGE MAX MAXIMUM SUSP SUSPENDED MECH MECHANICAL T TREAD MFGR / MFR MANUFACTURER TELE TELEPHONE MIN MINIMUM TPD TOILET PAPER DISPENSER MO MASONRY OPENING TYP TYPICAL MR MIRROR/MOISTURE RESISTANT UNO UNLESS NOTED OTHERWISE MT MARBLE THRESHOLD VCT VINYL COMPOSITION TILE MTL METAL VERT VERTICAL NA NOT APPLICABLE VT VINYL THRESHOLD NIC NOT IN CONTRACT WC WATER CLOSET NOM NOMINAL WD WOOD NTS NOT TO SCALE WP WATERPROOF OC ON CENTER WWF WELDED WIRE FABRIC OPP OPPOSITE W/ WITH PLYWD PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED QT QUARRY TILE R RISER/RADIUS WffERPLANIHI ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MARIAGEfVIENT AA 003420 CA 8660 604 COURTLAND STREET Ii SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.624.9124 1 SEAL, CONSULTANT: REVISIONS: NO. DATE REMARKS 1 ? 00 k BURGERKING�a f REMODEL BK -9975 301 TOWNE CENTER BOULEVARD �£ SANFORD, FL COPYRIGHT © 2012 INTERPLAN LLC. RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. RE: PRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2012.0371 DATE: 08-14-12 j COVER SHEET Ii $y G CHECKED; ME ■ ■ LEGEND =10 Q EXISTING WALL B1 EXISTING DOOR N1 NEW DOOR R1 RELOCATED/ REUSED DOOR NEW WALL NEW FURRED—OUT WALL FIRE EXTINGUISHER EXISTING TO BE REMOVED ■ ■ ■ ■ 79'-5" CENTERLINE TO EXISTING STRUCTURE I STRUCTURAL COLUMN SEE STRUCTURAL_ DWG 1/2" PLYWOOD SHEATI HARDIE LAP BOARD & ON WATER RESISTIVE_ METAL STUD FURRING AS REQUIRED lO EXTERIOR COLUMN DETAIL co 1 "= 1'-O j 5/8" USG "SHEETROCK" TYPE "X" GYPSUM WALL BOARD PANELS P1 AT FINISH FLOOR TO 6" ABOVE CEILING. FINISH: PER INTERIOR ELEVATIONS & DECOR PACKAGE. v 3 5/8" METAL STUDS AT 16" O.C. SECURE TO STRUCTURE ABOVE. 6>STRUCTURE AT Pla, USE 6" METAL STUDS AT 16" O.C. SECURE TO ABOVE. SOUND BATT INSULATION DINING 5/8" USG "SHEETROCK" TYPE "X" GYPSUM WALL BOARD PANELS AT FINISH FLOOR TO 6" ABOVE CEILING. FINISH: CORONADO <e> 2 PAINT - LIGHT ORANGE PEEL APPLIED WITH CORONADO AIR ASSIST TIP (Z-122KD) OR EQUAL, PAINT PER DECOR PACKAGE. `--3 5/8" METAL STUDS AT 16" O.C. FLOOR TO DECK. RESTROOM 5/8" USG "DUROCK" PANELS AT FINISH FLOOR TO DECK. <0> a AT P2a, USE 6" METAL STUDS AT 16" O.C. 0 W1 18 CA METAL STUDS AT 16" O.C., Ya" GYPSUM BD ON THE INSIDE AND PLYWOOD SHEATHING ON THE EXTERIOR SIDE AND R13 BATT INSULATION. SEE WALL SECTIONS. W2 18 GA METAL STUDS AT 16" O.C. WITH FURR-OUT TO MATCH WALL THICKNESS, %" GYPSUM BD ON THE INSIDE AND PLYWOOD SHEATHING ON THE EXTERIOR SIDE. SEE WALL SECTIONS. ■ 2 PARTITION & WALL SCHEDULE NTS /�Q�J C IN (-)Q 1pvC/ k I�f��l I e 'E: THE INTERIOR DECOR DRAWINGS FROM "SEATING ICEPTS" FOR INTERIOR FLOOR AND WALL SHES, FINISH SCHEDULE_ AND DETAILS. ON } ■ ri KEYED NOTES Fl ffiff ERPLANS_H� 1. DEMO AND INSTALL NEW FRONT SERVICE COUNTER. COUNTER PROVIDE BY B.K., INSTALLED BY G.C. 2. PARTITION BELOW COUNTER BY G.C. G.C. TO VERIFY IF PARTIAL WALL DEMOLITION IS POSSIBLE TO ACCOMMODATE 20/20 DISPLAY AS WELL AS NEW FINISHES. G.C. TO PROVIDE PREVIOUS POWER CONNECTIONS FOR RE—INSTALLATION IF POS AND EQUIPMENT AT FRONT COUNTER AND LED FOR TOY DISPLAY. 3. REMOVE EXISTING FLOOR TILE THROUGH—OUT THIS AREA. PREPARE FLOOR TO RECEIVE NEW TILE FINISH. INSTALL NEW TILE PER DECOR DRAWINGS. 4. REMOVE EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES. CONTRACTOR AND OWNER CONSTRUCTION MANAGER TO COORDINATE IF EXISTING FIXTURES WILL BE RE—USED. IF RE—USING FIXTURES, RELOCATE AS NECESSARY TO MEET ADA—REFER TO ENLARGED TOILET ROOM PLAN FOR MORE INFORMATION. 5. PROVIDE WOOD BLOCKING IN WALLS BEHIND NEW/RELOCATED PLUMBING ACCESSORIES AND PLUMBING FIXTURES FOR SUPPORT OF WATER LINES (TYPICAL). PATCH AND REPAIR WALLS AND PREPARE FOR NEW FINISHES. 6. PREPARE DINING ROOM WALLS AND INSTALL NEW FINISHED. REFER TO THE INTERIOR ELEVATIONS IN THE DECOR DRAWINGS FOR FINISHES. 7, NEW WALL CONSTRUCTION TO MATCH EXISTING AFTER REMOVAL OF STOREFRONT. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS. 8. REMOVE AND RELOCATE RESTROOM FRAME, DOOR AND HARDWARE, 9. NEW STRUCTURAL COLUMN. FURR OUT AROUND COLUMN AND PROVIDE NEW FINISHES. 10. PROVIDE METAL WALL FURRING AT 16" O.C. MAX FOR NEW ARCHITECTURAL ELEMENTS ON FACE OF EXISTING BUILDING. REFER TO STRUCTURAL DRAWINGS AND EXTERIOR ELEVATIONS. 11. PROVIDE NEW WALL CONSTRUCTION. REFER TO PARTITION & WALL SCHEDULE. 12 REMOVE, REPLACE AND INSTALL NEW DRIVE—THRU WINDOW AND SIDE LITES. '=MOVABLE WINDOW DIRECTION TO MATCH EXISTING — FIELD VERIFY. 13.NEW AWNING ABOVE. 14. EXISTING DOOR AND FRAME TO REMAIN. 15.SEE ENLARGED RESTROOM PLAN ON A3.0 FOR NEW LAYOUT AND FIXTURE MOUNTING DIMENSIONS. 16.N0 WORK IN THIS AREA. ANY MAINTENANCE WORK TO BE DONE BY BURGER KING REPRESENTATIVE. 17. PROVIDE "MAXIMUM OCCUPANT LOAD" SIGN. 18.EXISTING CONDIMENT/SELF—SERVICE BEVERAGE BAR TO REMAIN, REMOVE AND STORE DURING CONSTRUCTION. _156 EXISTING STOREFRONT REPLACE/ REPAIR AS REQUIRED. CLEAN ALL GLASS t��'��rA�,D FRAME AFTER THE NEW CONSTRUCTION IS FINISHED. 20.NEW THIN BRICK VENEER APPLIED OVER STUCCO WALL FINISH (EXISTING OR NEW/ FILLER) AS REQUIRED. 21.RESTROOM DOOR FRAMES TO BE REPAINTED PER NEW DECOR COLORS. 22.INSTALL NEW FRP & TRIMS TO MATCH EXISTING IN NEW WALL. ■ 23. COKE DRINK STATION. CONTACT COKE REP TO MOVE MACHINE DURING CONSTRUCTION. ok24 PROVIDE NEW STOREFRONT FRAME FOR EXISTING GLASS AS REQ'D. FOR NEW KqO, STRUCTION. DEMOLITION KEYED NOTES D# D1. REMOVE EXISTING SEATING AND DECOR INCLUDING SUPPORT FRAMES. REPLACE DAMAGED TILES WITH MATCHING TILES. D2. REMOVE QUEUE RAIL. PATCH, REPAIR & PREPARE CONCRETE SLAB FOR NEW FINISH. D3. REMOVE EXISTING STOREFRONT WINDOW AND PREPARE WALL FOR NEW FILL. D4, REMOVE EXISTING ELECTRONIC INTERIOR MENU BOARD AND STORE FOR RE—INSTALLATION ONCE THE REMODEL IS COMPLETED. D5. REMOVE WALLS IN RESTROOMS AS INDICATED. RELOCATE ANY EXISTING PLUMBING/ELECTRICAL AS REQUIRED PER NEW RESTROOM LAYOUT. REFER TO SHEETS A3.0 AND E2.0. D6. REMOVE EXISTING MANSARD ROOF, PARAPET WALL & "HANDLE BAR" IN ENTIRETY. REFER TO ROOF PLAN AND SECTIONS FOR MORE INFORMATION ON THE EXTENT OF THE DEMOLITION. REMOVE SOFFIT LIGHTS AND RELATED WIRING LOCATED IN THE MANSARD ROOF THAT WILL BE DEMOLISHED. D7. REMOVE PORTION OF EXISTING MENU BOARD SOFFIT AND WALL. D8. REMOVE EXISTING STRAINERS FROM EXISTING FLOOR DRAINS. TEMPORARILY COVER DRAIN OPENINGS FOR PROTECTION FROM DEBRIS. FIELD VERIFY DRAIN LOCATIONS AND QUANTITIES. D9. REMOVE EXISTING FLOOR MOUNTED FLUSH VALVE WATER CLOSET AND ASSOCIATED ACCESSORIES. TEMPORARILY CAP EXISTING ASSOCIATED SANITARY AND DOMESTIC WATER PIPING FOR PROTECTION FROM DEBRIS. IF FIXTURE IS IN GOOD CONDITION, STORE FIXTURE TO BE RELOCATED PER NEW FLOOR PLAN. D10.REMOVE EXISTING WALL MOUNTED FLUSH VALVE URINAL AND ASSOCIATED ACCESSORIES. TEMPORARILY CAP EXISTING ASSOCIATED SANITARY AND 4 J DOMESTIC WATER PIPING FOR PROTECTION FROM DEBRIS. IF FIXTURE IS IN GOOD CONDITION, STORE FIXTURE TO BE RELOCATED PER NEW FLOOR PLAN, Dl 1. REMOVE EXISTING WALL HUNG LAVATORY, ASSOCIATED PIPES AND FLOOR P LAN � I 1 /4„ _ 1 , o" 2 0 ACCESSORIES, PERMANENTLY CAP EXISTING ASSOCIATED SANITARY AND /!i! �! DOMESTIC WATER PIPING. IF FIXTURE IS IN GOOD CONDITION, STORE N® FIXTURE TO BE RELOCATED PER NEW FLOOR PLAN. CHECKED: ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 SEAL: 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629,9124 9x r I CONSULTANT: REVISIONS: NO, DACE REMARKS BURGER KIN REMODEL Lm BK -9915 301 TOWNE CENTER BOULEVARD SANFORD, FL COPYRIGHT c0 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL_ STT[ OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012.0371 DATE: 8-14-12 Al FLOOR PLAN 01 �a � u �- o 9x r I CONSULTANT: REVISIONS: NO, DACE REMARKS BURGER KIN REMODEL Lm BK -9915 301 TOWNE CENTER BOULEVARD SANFORD, FL COPYRIGHT c0 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL_ STT[ OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012.0371 DATE: 8-14-12 Al FLOOR PLAN 01 Ei J ■ GENERAL. NOTES A. ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLAN ARE FROM FACE OF WALL FINISH UNLESS NOTED OTHERWISE. B. THE REFERENCE HEIGHTS INDICATED ON PLAN ARE FROM APPROXIMATED FINISH FLOOR (A.F.F) C. GENERAL CONTRACTOR TO COORDINATE DINING ROOM LIGHTING WITH APPROVED INTERIOR DECOR PLANS. D. CONTRACTOR SHALL VERIFY FIXTURE QUANTITIES AND ALSO MAKE PROPER ADJUSTMENTS FOR ANY CHANGES IN PLAN DUE TO ADDITIONAL REQUIREMENTS, LOCAL CODES, ETC. E. CONTRACTOR TO COORDINATE PENDANT LIGHT LOCATIONS WITH DECOR SUPPLIER'S DRAWINGS. F. ALL FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILES UNLESS OTHERWISE NOTED. G. SEE SHEET E1.0 FOR LIGHTING LAYOUT REQUIREMENTS AND ADDITIONAL INFORMATION. H. FOR FINISH SPECIFICATIONS, REFER TO FINISH SCHEDULE ON THE DECOR DRAWINGS. ■ F6. DIGITAL MEN 5/8" GYP. WALL BOARD ON 20 FRAMING ® 24" O.C. CARRY GYP. BOARD TO 6" ABOVE CEILING PROVIDE 3/4" PLYWOOD BACKING BEHIND MENU BOARD. EXISTING B.O. SOFFIT (FINISH) MENU BOARD NOT TO 1 MENU B D , HEADER DTL. EXTEND BEL03/4" =1 1-011 2 ■ l( 1 2.0 (D REFLECTED CEILING PLAN 1141 — 1I-011 NORTH In ;m (STING LLPACK STING .LPACK NOTE: SEE THE INTERIOR DECOR DRAWINGS FROM "SEATING CONCEPTS" FOR INTERIOR FLOOR AND WALL FINISHES, FINISH SCHEDULE AND DETAILS. KEYED NOTES El 1. GYPSUM BOARD CEILING, PATCH AND REPAIR/EXTEND AND/OR INSTALL NEW AS REQUIRED. PAINT GLIDDEN/ICI PAINT, SATIN ENAMEL CEILING WHITE THROUGH -OUT RESTROOM. 2. EXISTING MENU BOARD WALL. INSTALL NEW 5/8" PLYWOOD BLOCKING ON ENTIRE LENGTH OF EXISTING SOFFIT FRAMING FOR THE INSTALLATION OF THE MENU BOARDS. INSTALL 5/8" GYPSUM BD. OVER PLYWOOD, AND FINISH PER SCHEDULE. RE -INSTALL MENU BOARD WITH ANGLE BRACKET. 3. PREFABRICATED METAL AWNING TYPICAL. COORDINATE WITH CANOPY VENDOR FOR WALL BLOCKING REQUIREMENTS. NOTi#1WSED. 5. EXISTING SUSPENDED CEILING GRID TO REMAIN. REPAIR GRID AS REQUIRED AND PAINT COLOR WHITE. INSTALL NEW TILE, SEE NOTE 6. 6. NEW SUSPENDED ACOUSTICAL TILE CEILING, USG 24 X 24 X 3/4 FROST CLIMA PLUS CEILING PANEL, FL EDGE, COLOR WHITE. 7. CLEAN/REPAIR SPEAKERS AS REQUIRED. FINISH TO MATCH CEILING - REINSTALL IN THE SAME LOCATION. NOT sf? to313 °ta ..� # i.t.* s. xt`;x s. r ��3. iicx f.F#`.I. Ef. Ft. }.t....:'£t ?. a1 +. r3 D .. !!�� _ I £ fx f:3;{ jai £?£r '.ft.�>., s.tE> ,.t : ,.M.:l r..' . . , S'3? <.al #3,a ?.1 >' S£ F jj i s ; c« ;•,r3f a f`.• ' ` 's, ^t1..°.t t ` �f£--"� �.. >.�.. .}s ...� .. .. sxIJH;, 9. REPAIR, TRIM CEILING GRID AS REQUIRED FOR THE NEW WALL/SOFFIT 1 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMEN-r AA 003420 CA 8660 604 COURTLAND STREET f, SUITE 100 la ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 40 7.62 9.912 4 SEAL: - - - - CONSTRUCTION. IrI 10. INSTALL NEW 20 RECESSED FLUORESCENT LIGHTS. SEE LIGHTING SCHEDULE ®�'■'''" �° ON El .0. CONSULTANT: 11. EXISTING CEILING GRID, TILES, LIGHTS AND HVAC DIFFUSERS TO REMAIN. I 12. PENDANT LIGHTS TO BE CENTERED OVER TABLES, COORDINATE WITH DECOR DRAWINGS AND SEATING PLAN. 13. NEW ILLUMINATED BUILDING SIGN. SEE EXTERIOR ELEVATIONS. 14, EXISTING HVAC SUPPLY & RETURN GRILLES TO REMAIN. CLEAN/REPAIR. 15. NEW UNDER CANOPY LIGHT FIXTURE MOUNTED CENTERED INSIDE THE CANOPY AND TO BE LOCATED SO THAT LIGHT SOURCE IS NOT VISIBLE. G.C. TO ORDER THE CANOPY WITH THE LIGHT FIXTURE AND TO SUPPLY J -BOX AS INDICATED BY AWNING/CANOPY VENDOR. {`i. .f.,,-; s ✓<}•'„t ,l is< :.INOTf.;US 0,E.J t=;f zE fi f £.. s; .,�<.€s.; £.i absl 3�>?.,>i` .<3 -y-tf ii..lS 17. NO WORK IN THIS AREA. ANY MAINTENANCE WORK TO BE DONE BY BURGER KING REPRESENTATIVE. 18. ILLUMINATED PARAPET LIGHT ON TOP OF PARAPET. COORDINATE NEW LIGHT AND EXISTING ELECTRICAL CONNECTIONS WITH NEW PARAPET CONDITION. REFER TO EXTERIOR ELEVATIONS. 19. CHANDELIER AND ROUND SOFFIT ELEMENT TO BE CENTERED ABOVE TABLE LOCATION. SEE LOCATION AND MOUNTING DETAIL IN THE DECOR DRAWINGS FROM "SEATING CONCEPTS". 20. DEMO PORTION OF EXISTING MENU BOARD SOFFIT. CONSTRUCT NEW SOFFIT TO ALIGN WITH NEW WALL. FINISH PER SCHEDULED PROVIDE FRP ON THE KITCHEN SIDE. 21. GC TO COORDINATE THE REINSTALLATION OF THE SECURITY CAMERAS WITH SECURITY SYSTEM CONTRACTOR REVISIONS: NO, DALE REMARKS D w � E sa � Cn � 2x4 RECESSED FLUORESCENT G2 CONSTRUCTION. IrI 10. INSTALL NEW 20 RECESSED FLUORESCENT LIGHTS. SEE LIGHTING SCHEDULE ®�'■'''" �° ON El .0. CONSULTANT: 11. EXISTING CEILING GRID, TILES, LIGHTS AND HVAC DIFFUSERS TO REMAIN. I 12. PENDANT LIGHTS TO BE CENTERED OVER TABLES, COORDINATE WITH DECOR DRAWINGS AND SEATING PLAN. 13. NEW ILLUMINATED BUILDING SIGN. SEE EXTERIOR ELEVATIONS. 14, EXISTING HVAC SUPPLY & RETURN GRILLES TO REMAIN. CLEAN/REPAIR. 15. NEW UNDER CANOPY LIGHT FIXTURE MOUNTED CENTERED INSIDE THE CANOPY AND TO BE LOCATED SO THAT LIGHT SOURCE IS NOT VISIBLE. G.C. TO ORDER THE CANOPY WITH THE LIGHT FIXTURE AND TO SUPPLY J -BOX AS INDICATED BY AWNING/CANOPY VENDOR. {`i. .f.,,-; s ✓<}•'„t ,l is< :.INOTf.;US 0,E.J t=;f zE fi f £.. s; .,�<.€s.; £.i absl 3�>?.,>i` .<3 -y-tf ii..lS 17. NO WORK IN THIS AREA. ANY MAINTENANCE WORK TO BE DONE BY BURGER KING REPRESENTATIVE. 18. ILLUMINATED PARAPET LIGHT ON TOP OF PARAPET. COORDINATE NEW LIGHT AND EXISTING ELECTRICAL CONNECTIONS WITH NEW PARAPET CONDITION. REFER TO EXTERIOR ELEVATIONS. 19. CHANDELIER AND ROUND SOFFIT ELEMENT TO BE CENTERED ABOVE TABLE LOCATION. SEE LOCATION AND MOUNTING DETAIL IN THE DECOR DRAWINGS FROM "SEATING CONCEPTS". 20. DEMO PORTION OF EXISTING MENU BOARD SOFFIT. CONSTRUCT NEW SOFFIT TO ALIGN WITH NEW WALL. FINISH PER SCHEDULED PROVIDE FRP ON THE KITCHEN SIDE. 21. GC TO COORDINATE THE REINSTALLATION OF THE SECURITY CAMERAS WITH SECURITY SYSTEM CONTRACTOR REVISIONS: NO, DALE REMARKS D 8" DIAMETER RECESSED COMPACT FLUORESCENT. E 1x4 RECESSED FLUORESCENT G 2x4 RECESSED FLUORESCENT G2 2x4 RECESSED FLUORESCENT (DINING ROOM DROPPED CEILING OPTION) ACCENT LINEAL FLUORESCENT WALL WASH OVER SIGN K a 12x12 RECESSED SOFFIT LIGHT L SURFACE MOUNTED EXTERIOR WALL SCONCE M E_ WET LISTED 4'-0" FLUORESCENT UNDER CANOPY LM EMERGENCY LIGHT X EXIT LIGHT BURGER KING REMODEL B10975 301 TOWNE CENTER BOULEVARD SANFORD, FL COPYRIGHT 0 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMEN IS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012.03 71 DATE: 8-14-12 A] m 1 CEILING PLAN CHECKED: 1 0 ■ L ■ ■ DEMO KEYED NOTES; D1. REMOVE EXISTING LIGHT BAND AND PARAPET CAP. D2, CLEAN ROOF SURFACE/REMOVE OLD ROOFING AS REQUIRED TO INSTALL NEW ROOFING MEMBRANE THROUGH -OUT. D3. RELOCATE AND/OR REPLACE ROOF DRAIN INLET AS REQUIRED, D4. REMOVE EXISTING MANSARD ROOF FRAMING ENTIRELY. REFER TO WALL SECTIONS AND EXTERIOR ELEVATIONS. ?•� 3 3 xr ---f i£ t ) } 5','%r i if 1t9 £ £ - a tt J 37 s�� t, TO _ i r._ 33 as z a s R' 0IZ �t£9I 3 ..,I, r>I<�.,� >....i:..�. 20'-0" A.F.F. (NO BRACING) (NO BRACING) 18'-0" A.F.F. TOP OF PARAPET 2 SIM 2 1 TOP OF PARAPET SIM. (NO BRACING) 15'-6" A.F.F. ,� 4. 4.0 15'-6" A.F.F. 4.0 16'-6" A.F.F. 2 8 4.0 TOP OF PARAPET TOP OF PARAPET 2 2 TOP OF PARAPET - - - - - - - - ---- ----------------- ----------------------- - -----�-----------------------------C--- --- r-- --- ----- I 11 i D4 I 11 I II 3 15 I I 15 D1 3 I I 3Zf ��l I II - -�. >.: ,__, - , -: ,. ..- -1-:.:-:. .. .�. rim � .. � 1 . _ .. .. ,•, • _ .r •, ~ 1. . � , • -: •,, r r -b -;. . . .�. I I D4 I I 15 3 I ■ ' RID v DRAIN D3 7 10 17 DRAIN 17 10 17 13 7 17 14 17 'SLOPE 15'-6" A.F.F. TOP OF PARAPET N Q 0 RTU RTU 0. 14 `•! 15 `Y ROOF 7 DRAIN 17 D3IF I 2 4. 20'-0" A.F.F. TOP OF PARAPET RTU MAKE-UP FAN EXHUAST FAN .-/ L_ - 15 3 -- L J _ _ _ - 11 4 --- - _ _________J 8 2 12 4. 1/4' = 1'-U" COND. ROOF HATCH ROOF H.W.H. DRAIN 13 `pl 4 15'-6" A.F.F. ASSUMED EXISTING TOP OF PARAPET 5 4 5 11 9 PRODUCT APPROVAL SPECIFICATION: 1. ROOFING SYSTEM: NOA# 07-1018.14 DUROLAST ROOFING, INC OR APPROVED EQUAL 2. ALTERNATE ROOFING SYSTEM: JOHNS MANVILLE SBS MODIFIED BITUMEN ROOF SYSTEM AS PRODUCED BY JOHNS MANSVILLE CORP. FL# FL 2948-R6 ALTERNATE ROOFING SYSTEM NOTES: A. JOHNS MANVILLE SBS MODIFIED BITUMEN ROOF SYSTEM: BASE SHEATHING= PERMAPLY 28- MECHANICALLY ATTACHED, CAP BASE= DYNABASE- TORCH APPLIED CAP MEMBRANE= DYNACLAD- ALUMINUM FOIL -SURFACE - TORCH APPLIED B. FOR THE INSTALLATION OF THE ROOF MEMBRANE ON DECKS WITH SLOPES GREATER THAN 2.5" PER FOOT, THE ROOFING MUST BE INSTALLED PARALLEL TO THE INCLINE. THE BASE SHEET MUST BE MECHANICALLY FASTENED TO THE DECK. REFER TO JOHNS MANVILLE DETAILS & THE COMPLETE MANUFACTURER'S INSTRUCTIONS FOR THE PROPER INSTALLATION OF THE SBS MODIFIED BITUMEN SYSTEM. 3. ROOF VENT: THOMPSON ARCHITECTURAL METALS OFF RIDGE ROOF VENT OR EQUAL. FL# 11100.2 CANOPY SECTION VIEW " X 6" LAG SCREW INTO DBL. 2" X 8" BLOCKING OR APPROPRIATE HARDWARE FOR BUILDING STRUCTURE. (2 PER JOIST MOUNT) SEE CLG. PLAN -- GENERAL NOTES A. ROOFING SUBCONTRACTOR TO COORDINATE LOCATION OF EXISTING H.V.A.C. UNITS AND ROOF TOP ACCESSORIES WITH STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR PLACEMENT AND TAPERED RIGID BOARD INSULATION LAY -OUT AND SUBSEQUENT INSTALLATION IN ORDER TO AVOID PONDING WATER CONDITIONS ATTRIBUTABLE TO BOARD LAY -OUT ISSUF_S. B. ROOF SYSTEMS SPECIFIED SHALL BE APPLIED ONLY BY MANUFACTURER APPROVED APPLICATOR IN ORDER TO MEET GUARANTEE REQUIREMENTS. C. PONDING WATER IS DEFINED AS WATER THAT DOES NOT DRAIN OR DISSIPATE FROM THE ROOF WITHIN 48 HOURS AFTER PRECIPITATION. D. CONTRACTOR SHALL SUGAR -IN ALL ASPHALT, BLEED -OUT ON PILES WITH ADDITIONAL GRANULES TO MATCH EXISTING COLORATION OF THE MINERAL SURFACE CAP SHEET. E. ALL FLASHING CEMENTS, ASPHALTS, PRODUCTS AND ACCESSORIES SHALL BE APPROVED BY ROOFING MANUFACTURER WITH THE MANUFACTURER'S BRAND. ALL ASPHALTS SHALL BE AMERICAN MANUFACTURED PRODUCTS, F. THE ROOF STRUCTURE SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS, G. THE ROOFING SYSTEM SHALL BE AS PER DRAWINGS AND PER MANUFACTURER'S SPECIFICATIONS. H. COORDINATE ROOF ELEVATIONS WITH ELEVATION DRAWINGS. I. COORDINATE LOCATION OF EXISTING MECHANICAL UNITS WITH STRUCTURAL DRAWINGS. J. HVAC CONDENSATE LINES TO TERMINATE AT ROOF DRAIN OR AS REQUIRED. ■ ■ KEYED NOTES 1. EXISTING SINGLE PLY ROOFING SYSTEM TO REMAIN. G.C. SHALL PROVIDE SUITABLE PATCH AT EXISTING/NEW ROOF MATERIAL JOINT TO MAINTAIN WATERTIGHT SEAL. 2. NEW PREFABRICATED 3'-10" DEEP METAL AWNING. REFER TO DETAIL 1/A1.2. G.C. TO PROVIDE BLOCKING IN NEW FACADE FOR AWNING SUPPORT. 3. NEW METAL COPING TO MATCH WALL COLOR. 4. EXISTING PARAPET CAP FLASHING TO REMAIN. 5. EXISTING SCUPPER. VERIFY THAT THEY ARE CLEARED. REPAIR/ REPLACE FLASHING AROUND OVERFLOW SCUPPERS AS REQUIRED, 6. VERTICAL EDGE OF KICKER - WRAP WITH BUILDING MATERIAL FOR WATERTIGHT SEAL. 7. NEW DIAGONAL BRACING AT NEW PARAPET. REFER TO STRUCTURAL DRAWINGS, PROVIDE NEW ROOF MEMBRANE TO MATCH EXISTING. 8. NEW PREFABRICATED 2'-0" DEEP METAL CANOPY, REFER TO DETAIL 2/A1.2. G.C. TO PROVIDE BLOCKING IN NEW FACADE FOR CANOPY SUPPORT. 9. EXISTING ROOF TOP EQUIPMENT TO REMAIN. 10. NEW SINGLE PLY ROOFING SYSTEM TO MATCH EXISTING AT NEW ROOF CONSTRUCTION. G.C. SHALL PROVIDE SUITABLE PATCH AT EXISTING TO NEW ROOF MATERIAL JOINT TO MAINTAIN WATERTIGHT SEAL. G.C. SHALL SUPPLY NEW ROOF, INCLUDING ALL FLASHING AND ACCESSORIES AS REQUIRED TO MAINTAIN EXISTING EQUIPMENT/LOCATIONSS, OVER ENTIRE BUILDING. SEE PRODUCT APPROVAL SPECIFICATION THIS SHEET. 11, NEW PARAPET CONSTRUCTION/EXTENSION. SEE WALL SECTIONS. ■ 12. REMOVE HANDLE BAR TOWER STRUCTURE ENTIRELY. REPAIR ROOF TO WATERTIGHT CONDITIONS. 13. VERIFY THAT THE ROOF DRAIN IS CLEAN AND IN WORKING CONDITION. 14. RELOCATE & REINSTALL ROOF DRAIN, ADJUST PIPING, AND INSTALL NEW FLASHING AS REQUIRED. 15. PROVIDE AND INSTALL ROOF VENTS AT NEW PARAPET CONSTRUCTION. INSTALL A FLAT "OFF -RIDGE ROOF VENT" A MINIMUM OF 6" FROM TOP OF RIDGE. ROOF VENT: OWENS CORNING VTS455-GR (N.F,V,A.= 50 sq. in.) OR EQUAL. Ici 3 Y.E aE3 s s°3 3> g #3a 3.i 3t £ N"S-1s gar .I f.f.'7, i'<I ()v 111 i.. n :,, �C-,;3?I»E £�r ."i7x :S�aJ > �• . 3 <S:, � �., :3...� 17. CONSTRUCT NEW CRICKET AS REQUIRED TO PROVIDE DRAINAGE TO ROOF DRAIN (EXISTING OR RELOCATED). ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: C14 � � 3 c) r CONSULTANT: REVISIONS: NO. DATE REMARKS BURGER KING CANOPY FRONT VIEW REMODEL BK -9975 1 CANOPY DETAIL 3/4" = 1'-0" 301 TOWNE CENTER BOULEVARD SANFORD, FL VAPTPZ _ crr ri r_ of Au " X 6" LAG SCREW INTO DBL. 2" X 8" BLOCKING OR APPROPRIATE HARDWARE FOR BUILDING STRUCTURE. (4 PER JOIST MOUNT) COPYRIGHT Q 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, 3 CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012,0371 DATE: 08-14-12 Al 42 r: ROOF PLAN CHECKED: I r�1 CANOPY FRONT VIEW 3" , ,/2, " CANOPY REMOVABLE TOP " X 6" LAC SCREW INTO MOUNT ACCESS (.080 PANEL 10 X 1" CAST ALUM. MOUNT o BRACKET TEK SCREW BRACKET N DBL. 2" X 8" STUD \� ATTACHMENTS ®"_11 3/8" BLOCKING OR YOKE / °° APPROPRIATE BOLT 18 CTR THREAD PIN »: ..... � HARDWARE CANOPY � SUPPORT/ FOR BUILDING BRACKET N ROD / -INTERNAL WEATHER TIGHT STRUCTURE. MOUNT THRU 1" SCH. vIEW OF DOWN DOWN LAMP (2 PER JOIST MOUNT) �, CANOPY ~`\` 40 PIPE - ALUMINUM CANOPY SECTION VIEW BODY - �___ JOIST/ ALUMINUM MOUNT EXTRUSION PLATE 2 AWNING DETAIL 3/4 W 1 1..0 CANOPY BODY CANOPY SECTION TIE CANOPY TIE ROD ROD SUPPORT SUPPORT DETAIL ■� - - N COPYRIGHT Q 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, 3 CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012,0371 DATE: 08-14-12 Al 42 r: ROOF PLAN CHECKED: I r�1 ■ 0 ■ EF -7 S-1 OL T.O. PARAPET LIGHTBAND T.O. NEW PARAPET NEW LIGHT FIXTURE S-2 . I +/- 8'-8" B.O. CANOPY-TYP. FURR-OUT WALL AS EF -2 REQUIRED FOR NEW CONSTRUCTION EP -5 3'-0" A.F.F. T.O. 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T.O. SLAB EXISTING WINDOW TO BE REMOVED (SEE FLOOR PLAN) ■ I GENERAL NOTES 1. BUILDING SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. 2. PREFABRICATED METAL CANOPY UNDER SEPARATE PERMIT 3, G.C. TO PROVIDE POWER TO ALL BUILDING SIGNAGE. 4. REFER TO STRUCTURAL DRAWINGS FOR FRAMING OF NEW WALLS. REFER TO TYPICAL ARCHITECTURAL WALL SECTIONS FOR FINISH INFORMATION. 5. REFER TO FINISH SCHEDULE SHEET A801. LEGEND: 1 (SEE SHEET A8.0 FOR FINISHES) EB-# BRICK SURFACE CDEXTERIOR TILE FINISH EF-# STUCCO OR SIDING WALL SURFACE EP-# PAINT FINISH MC-# METAL COPING MP-# METAL TRIM/PANEL S-# SIGNAGE BY SEPARATE VENDOR 9 DEPTH BASE ON STUCCO SPECIFICATION " STUCCO REVEAL BY VINYL CORP. (OR EQUAL) SECURED TO SUBSTRATE PER MANUFACTURES SPECIFICATIONS. 3 HORIZ, REVEALS a STUCCO DTL 6"=1i -o° El WALL FRAMING, SEE STRUCTURAL CONT, SEALANT "FRY REGLET" CONT. 2 PIECE CONTROL SCREED PCS-75-75-2PC OR SIMILAR STUCCO EXISTING MASONRY WALL 4 CONTROL JOINT DTL 6"=1'-o" c�nw �+nrr I ° : WALL FRAMING, .'. SEE STRUCTURE s_f- �: I: x Az "FRY REGLET" CONT. ._...y STUCCO STARTER STRIP z ' OR SIMILAR ' X" GAP MAX. WITH CONT. =✓ fI SEALANT TO BACKER ROD CONTROL JOINT DTL EXISTING MASONRY WALL 604 COURTLAND STREET SUITE 100 j ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: t � 1 �D C/) ,I o r 9 CONSULTANT: REVISIONS: NO, DATE REMARKS BURGER KING REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL ■ e COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENT TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2.012.0371 DATE: 8-14-12 EXTERIOR ELEVATIONS CHECKED: ■ ■ EF -7 +/- 201-0- T.O. PARAPET --- ■ i `T 0'-0" A.F.F. T.O. SLAB 16'-7" i i 2 MC-3 +/- 20'-0' TA. PARAPET - - EE -7 IT,O. PARAPET LIGHT BAND T.O. NEW PARAPET S-3 t9'-2" A.F.F. B.O. CANOPY t8'-8" A.F.F. MP -3 B.O. CANOPY EP -2 3'-0" A.F.F. EXISTING STUCCO, T.O. SILL PAINT AS NOTED EP -4 O'-0" A.F.F. T.O. SLAB EF -7 MP -3 0^ 2,_0„ EXISTING MASONRY VENEER 3 NEW FRONT ELEVATION 1/4"=1'-0" COORDINATE W/ BK REP. FOR DEMO/ RELOCATION OF EXISTING — — — — SIGNAGE — —�� EXISTING METAL CLAD AND _ ____ ---------IL— ---- ,� +/- 15'-6" ILLUMINATED PARAPET - — I TI— ii I �/ T.O. PARAPET LIGHT BAND REMOVE IN ENTIRETY rlL7/TFIIFII -TIITII -TIIII ---1IIIII — —17 T —T--TII — --IF- —17 — TIII — -IITII 1— -II— — T — TII — -IT EXISTING METAL ROOF EXISTING METAL ROOF REMOVE IN ENTIRETY REMOVE IN ENTIRETY &l - II II II II Jl `j -_ 11� IL -_1L - a -U -_J1ti IL -1L ��1 /I �-- ---------- ----------------�------ ---------------� ---- s —.-. �� 9'-0" A.F.F.-fk BOTTOM OF SOFFIT F— ------I Ifl a 3'-0" A.F.F. I.El rr i �i is I al Ei Ii�l T.O. SILL Ell REMOVE EXISTING VENEER MA50NRYz4 r- iTi �_� izi �_! z �' EXISTING WINDOW TO BE REMOVED (SEE FLOOR PLAN) 0 EXISTING FRONT ELEVATION 11411 _ 1 1-011 REF. ELEVA-PIONS - \ T.O. COPING y \ FALSE PARAPET CAP ■ ■ TO MATCH (MC -1) I I ;D PARAPET LIGHT BAND Y APPROVED SUPPLIER 4 1/2" ADJUSTMENT BRACKET (16 GA. STEEL) r METAL FLASHING r SYSTEM - - — TO MATCH ' (MC -2) i 1 PARAPET LIGHT BAND DETAIL 3" = 1'-0" a�s.�-i:wa�rd NEW HARDIE PLANK WIT FLASHING AND STARTER STRIP. 1/2 PLYWOOD SHEATHING ON METAL FRAMING FURRING NEW HARDIE TRIM BOARDS I 2 WINDOW HEADER DETAIL 3"=1'-0" WDW_HeodWB-Plank 1=4 0'-0" A.F.F. T.O. SLAB +/- 15'-6" T.O. NEW PARAPET +9'-2" A.F.F. B.O. CANOPY EXISTING STUCCO FINIS PAINT AS NOTED 0'-0" A.F.F. T.O. SLAB ■ NEW REAR ELEVATION MATCH DOOR ANDFRAME 1/411 — 1 '-0" ■ +/- 16--6- T.O. PARAPET 9'-2" A.F.F. B.O. CANOPY 0'-0" A.F.F. T.O. SLAB 1pff �v.RPLMJ ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 I SEAL; CONSULTANT: REVISIONS: NO. DATE REMARKS (D EXISTING REAR ELEVATION y 1/4" =1 '-0" ■ I BURGER KING REMODEL BK -9915 301 TOWNE CENTER BOULEVARD SANFORD, FL 5 � COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL 31 FE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2012.,0371 DATE; 8-14-12 A � ra C/) LID 15 CD . , CONSULTANT: REVISIONS: NO. DATE REMARKS (D EXISTING REAR ELEVATION y 1/4" =1 '-0" ■ I BURGER KING REMODEL BK -9915 301 TOWNE CENTER BOULEVARD SANFORD, FL 5 � COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL 31 FE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2012.,0371 DATE; 8-14-12 A O2 ELEVATIONS 3/8"0" 3 ELEVATIONS O ELEVATIONS NEW TOILET ROOMS 3/8"=1'-0"(:D ELEVATIONS 7 ELEVATIONS NOTE: SEE THE INTERIOR DECOR DRAWINGS FROM "SEATING CONCEPTS" FOR INTERIOR FLOOR AND WALL FINISHES, FINISH SCHEDULE AND DETAILS. V-4" 3/8" -1 0 CT -5L TOILET ACCESSORIES IF - 3/8"=1'-0" 5 ELEVATIONS 3/8"= 1'-o" 8 ELEVATIONS II an RESTROOM * - REFERS TO "GRADE 2" BRAILLE AREA EGGSHELL MATTE, NON -GLARE, 70% CONTRAST MIN. ILLUM. 30-70 FT. CANDLES (INT) LETTERS: 1" UPPERCASE SIGNAGE TO BE AT LATCH SIDE (OR ADJ. WALL) KICK PLATE o ELEVATION ■ BORDER 6" MIN. 5 LBS, MAX. OPER. FORCE 3/8" =1 '-0" 3/8" =1 _w 3/8"=1'-0" ELEVATIONS 3/8"=: ] t-0" r MARK FIXTURE MANUFACTURER M CV VALVE 3/8"0" 3 ELEVATIONS O ELEVATIONS NEW TOILET ROOMS 3/8"=1'-0"(:D ELEVATIONS 7 ELEVATIONS NOTE: SEE THE INTERIOR DECOR DRAWINGS FROM "SEATING CONCEPTS" FOR INTERIOR FLOOR AND WALL FINISHES, FINISH SCHEDULE AND DETAILS. V-4" 3/8" -1 0 CT -5L TOILET ACCESSORIES IF - 3/8"=1'-0" 5 ELEVATIONS 3/8"= 1'-o" 8 ELEVATIONS II an RESTROOM * - REFERS TO "GRADE 2" BRAILLE AREA EGGSHELL MATTE, NON -GLARE, 70% CONTRAST MIN. ILLUM. 30-70 FT. CANDLES (INT) LETTERS: 1" UPPERCASE SIGNAGE TO BE AT LATCH SIDE (OR ADJ. WALL) KICK PLATE o ELEVATION ■ BORDER 6" MIN. 5 LBS, MAX. OPER. FORCE 3/8" =1 '-0" 3/8" =1 _w 3/8"=1'-0" ELEVATIONS 3/8"=: ] t-0" LAVATORY WALL HUNG VITREOUS CHINA ADA COMPLIANT LAVATORY WITH CHICAGO 404—A 317CP SUPPLY FAUCET WITH FOUR (4) INCH WRIST HANDLES, 5" SPOUT WITH AERATOR. PROVIDE WITH K-155WC 1-1/4" OFFSET DRAIN WITH OPEN STRAINER, I.P.S. SUPPLIES WITH LOOSE KEY STOPS (2); 1-1/4" I.P.S. STRAIGHT TAILPIECE AND 1-1/4" CAST BRASS P -TRAP. INSULATE 1-1/4" WASTE WITH 1/2" ARMAFLEX INSULATION. m FGRAB BAR — 250 LBS. MINIMUM. (33" MIN —36" MAX. HEIGHT TO TOP OF GRAB BAR) BOBRICK WASHROOM EQUIPMENT, INC. PROVIDE THE REQUIRED QUANTITY AND LENGTH AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE GOVERNING CODE. THE BAR SHALL BE 1 1/2" IN DIAMETER AND MOUNTED WITH 1 1/2" CLEARANCE FROM THE WALL. 0 WALL MOUNTED SOAP DISPENSER & HAND SANITIZER DISPENSER (36" MAXIMUM HEIGHT) SUPPLIED BY ECOLOB AND INSTALLED BY G.C. MIRROR (BOTTOM OF REFLECTIVE SURFACE AT 40" MAXIMUM HEIGHT) LJ MODEL B-165-1836 (18"06") STAINLESS STEEL CHANNEL FRAME MIRROR WITH THEFT RESISTANT SCREWS BY BOBRICK WASHROOM EQUIPMENT, INC. OR APPROVED EQUIVALENT. TOILET PAPER HOLDER 9" TWIN JUMBO MODEL #58250 BY NORTH AMERICAN CORPORATION. PAPER WASTE RECEPTACLE (REQUIRED) MODEL B-3644 AS MANUFACTURED LJ BY BOBRICK WASHROOM EQUIPMENT, INC. OR APPROVED EQUIVALENT (ROUGH OPENING 16"W, 29 1/4"H, 4"D MIN.). _ t .! #i f ..:.< to ,.. ...�"?.i $U' I <. . ;ts ,......,7 PAPER TOWEL DISPENSER SUPPLIED BY PAPER TOWEL SUPPLIER AND INSTALLED BY G.C. PAPER TOWEL DISPENSER — SAN JAMAR MODEL #T-1290WS (800)248-9826 X113. TOILET SEAT COVER DISPENSER, WHITE PLASTIC ROCHESTER MIDLAND CORPORATION — PRODUCT CODE: 25132000 BOBRICK 1080/1180 DURALINE SERIES TOILET PARTITION. COLOR: EO -09 BLACK OPTIONAL: MARLITE LAMINATE OR PHENOLIC TOILET PARTITIONS AS AN ALTERNATE TO BOBRICK SPECIFICATION. COLOR: BLACK BOBRICK CONTURA SERIES B-270 SANITARY NAPKIN DISPOSAL. SURFACE MOUNTED. 10 COAT HOOK — BOBRICK MODEL B-6717 TO BE MOUNTED ON INSIDE OF EACH RESTROOM/STALL DOOR ® 38"-40" A.F.F. FOR ADA ACCESSIBLE LOCATIONS AND 0 48" A.F.F. MAXIMUM FOR NON—ADA ACCESSIBLE LOCATIONS. 11 PROVIDE ADA COMPLIANCE DOOR HANDLES ON BOTH SIDES OF THE ACCESIBLE TOILET PARTITION DOOR, NEAR THE LATCH. KEYED NOTES F] 0 NEW FLOOR TILE THROUGH—OUT RESTROOMS. VERIFY WITH BK REPRESENTATIVE IF "A" OR "B" PACKAGE IS TO BE UTILIZED. j� FLOAT NEW TILE SO THAT NO THRESHOLDS ARE REQUIRED AT RESTROOM �I DOOR. TILE FINISH SHOULD TRANSITION AT MIDPOINT OF DOOR. GENERAL NOTES 1. PIPING SPECIFICATION; DRAINAGE, WASTE AND VENT; PVC SCHEDULE 40 DWV. DOMESTIC WATER PIPING; HARD COPPER TUBE, TYPE L. 2. CONTRACTOR SHALL INSULATE ALL HOT AND COLD WATER PIPING WITH 3/4" FIBERGLASS WITH ALL SERVICE JACKET. 3. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF EXISTING PLUMBING (EXPOSED OR CONCEALED) AND VERIFY ACTIVITY OF EXISTING LINES AT CONNECTIONS TO NEW PLUMBING. CONTRACTOR SHALL ALSO VERIFY INVERT ELEVATIONS OF WASTE LINES AT LOCATIONS OF NEW CONNECTIONS TO EXISTING PRIOR TO THE BEGINNING OF DEMOLITION AND NEW WORK INCLUDING CUTTING OF EXISTING FLOOR SLAB AND/OR ORDERING OF MATERIALS. 4. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING CAUSED DURING INSTALLATION OF NEW PLUMBING SYSTEMS AND RETURN BUILDING AS REASONABLY CLOSE AS POSSIBLE TO PRE—CONSTRUCTION CONDITION. 5. ALL WORK SHALL BE IN ACCORDANCE OF ALL APPLICABLE CODES. 6. FLOORS TO BE SLOPED TO EXISTING FLOOR DRAIN LOCATIONS — RESET FLOOR DRAINS AS REQUIRED TO ACCOMMODATE NEW FLOOR TILE. 7. PROVIDE AND INSTALL NEW POLISHED BRONZE STRAINERS ON EXISTING FLOOR DRAINS. FIELD VERIFY DRAIN LOCATIONS AND QUANTITIES NEW PLUMBING KEYED NOTES O 0 I INTERPLAK-4ill /,RELOCATED FIXTURE. IF FIXTURE IS DAMAGED DURING CONSTRUCTION, PROVIDE NEW (P-1 or P-2) AND INSTALL FLOOR MOUNTED FLUSH VALVE WATER CLOSET. ROUTE AND CONNECT NEW 4" SANITARY PIPE TO EXISTING 4" SANITARY OR LARGER SANITARY PIPING BELOW FLOOR, ROUTE AND CONNECT NEW 3" VENT IN WALL TO EXISTING 3" VENT ABOVE CEILING. ROUTE AND CONNECT NEW 1" COLD WATER PIPE IN WALL TO EXISTING 1" OR LARGER COLD WATER PIPE ABOVE CEILING. PROVIDE WATER HAMMER ARRESTOR (PD1 RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. 2RELOCATED FIXTURE. IF FIXTURE IS DAMAGED DURING CONSTRUCTION, PROVIDE NEW AND INSTALL NEW WALL MOUNTED FLUSH VALVE URINAL. CONNECT TO EXISTING 2" SANITARY PIPE AND 2" VENT, CONNECT NEW 3/4" FLUSH VALVE TO EXISTING 3/4" OR LARGER COLD WATER PIPE. PROVIDE WATER HAMMER ARRESTOR (PDI RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. PROVIDE AND INSTALL NEW WALL MOUNTED LAVATORY (P-4). CONNECT TO EXISTING 2" SANITARY/VENT STACK OR LARGER IN WALL. CONNECT TO EXISTING 1/2" OR LARGER COLD WATER PIPE IN WALL. ROUTE AND CONNECT NEW 1/2" HOT WATER PIPE IN WALL TO EXISTING 1/2" OR LARGER HOT WATER PIPE ABOVE CEILING. PROVIDE WATER HAMMER ARRESTOR (PDI RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. 7}y_3R s sf # ...e xtr-• .ra <�!< £ #1I I zft v�; ra E T9US' i< s I £ate £<f fll, I 1AL. E, sot.... ....t.a....:t tIt �f f t £;3Nf' WIT x s;., } P.. <`ii ,�<, .ri3a.-:£•.i fide€E 3 ... s ROV',f:.?iPJ,`;_` ..:..ii. fYf P;,} . : <OH ;}. 'A6,1 fxftER ;3 2.111f+ Ffl£1S R"£3 i :�. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645,5008 FX 407,629.9124 E SEAL: PLUMBING FIXTURE SCHEDULE MARK FIXTURE MANUFACTURER MODEL NUMBER MODEL NAME VALVE P-1 WATER CLOSET AMERICAN STANDARD 2234,015 MADERA SLOAN ROYAL #110 ZURN #Z6000AV—HET 1.25GPF KOHLER 4350 WELLCOMME ZURN Z5655.001.01.00.00 — P-2 WATER CLOSET — ADA AMERICAN STANDARD 3043.001 MADERA SLOAN ROYAL #110 ZURN #Z6000AV—HET 1.25GPF ELJER 091-2175 PATRIOT ZURN Z5655,001.01.00.00 P-3 URINAL — ADA AMERICAN STANDARD 6506.011 WASHBROOK SLOAN ROYAL #186 ZURN #Z6003AV—EWS .50 GPF KOHLER K-4960—ET BARDON ZURN Z5751.196.00 P--4 LAVATORIES ZURN Z5314.550.1.12"27.5 KOHLER K-15598 FAUCET —OR— ZURN 7440—XL FAUCET KOHLER K-2054 SOHO NOTES: 1. COMPARABLE FIXTURES BY AMERICAN STANDARD, ELDER AND KOHLER ARE ACCEPABLE 2. TOILET SEATS TO BE CHURCH 950OSSC, KOHLER K -4671—C, OLSONITE #10C OR EQUAL. 3. IN SINGLE USE RESTROOMS ALL FIXTURE MUST BE ADA COMPLIANT. LAVATORY WALL HUNG VITREOUS CHINA ADA COMPLIANT LAVATORY WITH CHICAGO 404—A 317CP SUPPLY FAUCET WITH FOUR (4) INCH WRIST HANDLES, 5" SPOUT WITH AERATOR. PROVIDE WITH K-155WC 1-1/4" OFFSET DRAIN WITH OPEN STRAINER, I.P.S. SUPPLIES WITH LOOSE KEY STOPS (2); 1-1/4" I.P.S. STRAIGHT TAILPIECE AND 1-1/4" CAST BRASS P -TRAP. INSULATE 1-1/4" WASTE WITH 1/2" ARMAFLEX INSULATION. m FGRAB BAR — 250 LBS. MINIMUM. (33" MIN —36" MAX. HEIGHT TO TOP OF GRAB BAR) BOBRICK WASHROOM EQUIPMENT, INC. PROVIDE THE REQUIRED QUANTITY AND LENGTH AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE GOVERNING CODE. THE BAR SHALL BE 1 1/2" IN DIAMETER AND MOUNTED WITH 1 1/2" CLEARANCE FROM THE WALL. 0 WALL MOUNTED SOAP DISPENSER & HAND SANITIZER DISPENSER (36" MAXIMUM HEIGHT) SUPPLIED BY ECOLOB AND INSTALLED BY G.C. MIRROR (BOTTOM OF REFLECTIVE SURFACE AT 40" MAXIMUM HEIGHT) LJ MODEL B-165-1836 (18"06") STAINLESS STEEL CHANNEL FRAME MIRROR WITH THEFT RESISTANT SCREWS BY BOBRICK WASHROOM EQUIPMENT, INC. OR APPROVED EQUIVALENT. TOILET PAPER HOLDER 9" TWIN JUMBO MODEL #58250 BY NORTH AMERICAN CORPORATION. PAPER WASTE RECEPTACLE (REQUIRED) MODEL B-3644 AS MANUFACTURED LJ BY BOBRICK WASHROOM EQUIPMENT, INC. OR APPROVED EQUIVALENT (ROUGH OPENING 16"W, 29 1/4"H, 4"D MIN.). _ t .! #i f ..:.< to ,.. ...�"?.i $U' I <. . ;ts ,......,7 PAPER TOWEL DISPENSER SUPPLIED BY PAPER TOWEL SUPPLIER AND INSTALLED BY G.C. PAPER TOWEL DISPENSER — SAN JAMAR MODEL #T-1290WS (800)248-9826 X113. TOILET SEAT COVER DISPENSER, WHITE PLASTIC ROCHESTER MIDLAND CORPORATION — PRODUCT CODE: 25132000 BOBRICK 1080/1180 DURALINE SERIES TOILET PARTITION. COLOR: EO -09 BLACK OPTIONAL: MARLITE LAMINATE OR PHENOLIC TOILET PARTITIONS AS AN ALTERNATE TO BOBRICK SPECIFICATION. COLOR: BLACK BOBRICK CONTURA SERIES B-270 SANITARY NAPKIN DISPOSAL. SURFACE MOUNTED. 10 COAT HOOK — BOBRICK MODEL B-6717 TO BE MOUNTED ON INSIDE OF EACH RESTROOM/STALL DOOR ® 38"-40" A.F.F. FOR ADA ACCESSIBLE LOCATIONS AND 0 48" A.F.F. MAXIMUM FOR NON—ADA ACCESSIBLE LOCATIONS. 11 PROVIDE ADA COMPLIANCE DOOR HANDLES ON BOTH SIDES OF THE ACCESIBLE TOILET PARTITION DOOR, NEAR THE LATCH. KEYED NOTES F] 0 NEW FLOOR TILE THROUGH—OUT RESTROOMS. VERIFY WITH BK REPRESENTATIVE IF "A" OR "B" PACKAGE IS TO BE UTILIZED. j� FLOAT NEW TILE SO THAT NO THRESHOLDS ARE REQUIRED AT RESTROOM �I DOOR. TILE FINISH SHOULD TRANSITION AT MIDPOINT OF DOOR. GENERAL NOTES 1. PIPING SPECIFICATION; DRAINAGE, WASTE AND VENT; PVC SCHEDULE 40 DWV. DOMESTIC WATER PIPING; HARD COPPER TUBE, TYPE L. 2. CONTRACTOR SHALL INSULATE ALL HOT AND COLD WATER PIPING WITH 3/4" FIBERGLASS WITH ALL SERVICE JACKET. 3. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF EXISTING PLUMBING (EXPOSED OR CONCEALED) AND VERIFY ACTIVITY OF EXISTING LINES AT CONNECTIONS TO NEW PLUMBING. CONTRACTOR SHALL ALSO VERIFY INVERT ELEVATIONS OF WASTE LINES AT LOCATIONS OF NEW CONNECTIONS TO EXISTING PRIOR TO THE BEGINNING OF DEMOLITION AND NEW WORK INCLUDING CUTTING OF EXISTING FLOOR SLAB AND/OR ORDERING OF MATERIALS. 4. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING CAUSED DURING INSTALLATION OF NEW PLUMBING SYSTEMS AND RETURN BUILDING AS REASONABLY CLOSE AS POSSIBLE TO PRE—CONSTRUCTION CONDITION. 5. ALL WORK SHALL BE IN ACCORDANCE OF ALL APPLICABLE CODES. 6. FLOORS TO BE SLOPED TO EXISTING FLOOR DRAIN LOCATIONS — RESET FLOOR DRAINS AS REQUIRED TO ACCOMMODATE NEW FLOOR TILE. 7. PROVIDE AND INSTALL NEW POLISHED BRONZE STRAINERS ON EXISTING FLOOR DRAINS. FIELD VERIFY DRAIN LOCATIONS AND QUANTITIES NEW PLUMBING KEYED NOTES O 0 I INTERPLAK-4ill /,RELOCATED FIXTURE. IF FIXTURE IS DAMAGED DURING CONSTRUCTION, PROVIDE NEW (P-1 or P-2) AND INSTALL FLOOR MOUNTED FLUSH VALVE WATER CLOSET. ROUTE AND CONNECT NEW 4" SANITARY PIPE TO EXISTING 4" SANITARY OR LARGER SANITARY PIPING BELOW FLOOR, ROUTE AND CONNECT NEW 3" VENT IN WALL TO EXISTING 3" VENT ABOVE CEILING. ROUTE AND CONNECT NEW 1" COLD WATER PIPE IN WALL TO EXISTING 1" OR LARGER COLD WATER PIPE ABOVE CEILING. PROVIDE WATER HAMMER ARRESTOR (PD1 RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. 2RELOCATED FIXTURE. IF FIXTURE IS DAMAGED DURING CONSTRUCTION, PROVIDE NEW AND INSTALL NEW WALL MOUNTED FLUSH VALVE URINAL. CONNECT TO EXISTING 2" SANITARY PIPE AND 2" VENT, CONNECT NEW 3/4" FLUSH VALVE TO EXISTING 3/4" OR LARGER COLD WATER PIPE. PROVIDE WATER HAMMER ARRESTOR (PDI RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. PROVIDE AND INSTALL NEW WALL MOUNTED LAVATORY (P-4). CONNECT TO EXISTING 2" SANITARY/VENT STACK OR LARGER IN WALL. CONNECT TO EXISTING 1/2" OR LARGER COLD WATER PIPE IN WALL. ROUTE AND CONNECT NEW 1/2" HOT WATER PIPE IN WALL TO EXISTING 1/2" OR LARGER HOT WATER PIPE ABOVE CEILING. PROVIDE WATER HAMMER ARRESTOR (PDI RATING "A") ON WATER PIPING. FIELD VERIFY LOCATIONS OF EXISTING PIPING. 7}y_3R s sf # ...e xtr-• .ra <�!< £ #1I I zft v�; ra E T9US' i< s I £ate £<f fll, I 1AL. E, sot.... ....t.a....:t tIt �f f t £;3Nf' WIT x s;., } P.. <`ii ,�<, .ri3a.-:£•.i fide€E 3 ... s ROV',f:.?iPJ,`;_` ..:..ii. fYf P;,} . : <OH ;}. 'A6,1 fxftER ;3 2.111f+ Ffl£1S R"£3 i :�. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645,5008 FX 407,629.9124 E SEAL: ® CONSULTANT: REVISIONS: NO, DATE REMARK') BURGER KING REMODEL BK -9975 301 TOWNF CENTER BOULEVARD SANFORD, FL is COPYRIGHT Q 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO, 2012.0371 DATE: 8-14-12 ENLARGED RESTROOM PLAN AND ELEVATIONS y: CHECKED: �! Lu ct, C 7 tc:) to C ® CONSULTANT: REVISIONS: NO, DATE REMARK') BURGER KING REMODEL BK -9975 301 TOWNF CENTER BOULEVARD SANFORD, FL is COPYRIGHT Q 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO, 2012.0371 DATE: 8-14-12 ENLARGED RESTROOM PLAN AND ELEVATIONS y: CHECKED: �! L ■ PRODUCT APPROVAL HARDIE PLANK SIDING: NOA# 12-0214.14 EXP. MAY 1, 2013 9 HARDI PLANK LAP SIDING OVER 5/8" PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER (HARDIEWRAP OR EQUIVALNT) PLYWOOD SHEATHING AS REQUIRED. SEE STRUCTURAL REMOVE EXISTING RED PARAPET LIGHT BAND (TYP.) — REFER TO STRUCTURAL FOR NEW WALL FRAMING REMOVE STANDING SEAM METAL ROOFING, PLYWD. e SHEATHING & WOOD TRUSS MANSARD (TYPICAL) —� PROVIDE FLASHING OVER MP -3 NEW CANOPY (MP -3) e REMOVED EXIST. SOFFIEL REMOVE LIGHT FIXTURE (TYP.) _ METAL CLOSURE TILE (ECT) APPLIED OVER EXISTING STUCCO FINISH EXIST. 3/4" STUCCO ON MTL. LATH OVER FELT OVER 1/2" CDX PLYWOOD (TYP.) EXISTING MASONRY MASONRY VENEER IN AREA OF TILE FINISH 0,7_0_" -NFTFIN. F b NOT USED■ a If's I tl - ■ ■ HARDIEPLANK NTS y' LAP SIDING ' STEEL FRAMING — �,; Al F INTERIOR EXTERIOR H BATHING DOOR / WINDOW JAM B ■ INSULATION WHERE EXTERIOR SHEATHING REQUIRED INTERIOR FINISH ARAPET WALL COPING- FINISH�I INSULATION ATTACHMENT TO CONTINUOUS ---------------- ------------ WHERE REQ D HARDIEPLANK® LAP SIDING // CLEAT SECURELY ANCHORED MIN„- ./4OVERLAP I TO PLYWOOD PER INSULATION �� I / ; , ,/ I ------ ----- ------ ---- WHERE REQ'DI ' ' ER RESISTIVE ”"`;Ti i I ANUFACTURERE'S DIRECTIONS. Y > >RRIER /'r�� i ��' ,� `aF'` HARDIEWRAPin OR I i EXTERIOR SHEATHING RE—FABRICATED � } EQUIVALENT «> INTERIOR SHEATHING ETAL COPING STEEL FRAMING11 -SLOPE CONTINUOUS 2x WOOD :. JI - .:•., : WATER RESISTIVE BARRIERNAILER PTER STRIP HARDIEWRAP TM OR EQUIVALENT EXISTING/ r x , / , a II II STEEL FRAMING STRUCTURAL�'I' •' ;' /'I �' :I 1 / GAP, 1 I r: ,. C',WALL NOT CAULK WATER RESISTIVE BARRIER Y �� , I a. HARDIEWRAP OR EQUIVALENT -- ----- ---------------------------- SEALANT ROOFING MEMBRANE TO CONTINUE UP THE I,� f , , /1 ,� /- Z—FLA SHING - ----------------------- PARAPET TO UNDERSIDE r ,� ; ; ; ,�a� FLASHING TAPE LFAVE APPROPRIATE CAP THE METAL FLASHING I' ' ' i ' ' �y ; , ,� ; HARDILTRIM ® BD. & SEALANT AND CAULK LEAVE APPROPRIATE GAP STUCCO FINISH (J/.Amp;,%. ' I AND CAULK HARDIETRIM BOARDS HARDIEPLANK LAP SIDING '. ROOFING SYSTEM APPLIED k���' FLASH WINDOW PER ALL SHEATING TO VERTICAL PARAPET '.' :.• ..• `'. al. HARDIETRIM BOARDS INTERIORMANUFACTURER IN STRICT ACCORDANCE r y — — — — — ------- — -- --J TO MANUFACTURER'S FINISH r RECOMMENDATION p �� SPECIFICATIONS. SEALANT WINDOW FRAME HARDIEPLANK ® LAP SIDING LEAVE APPROPRIATE GAP AND CAULK 4 TYP, PARAPET DETAIL 1 1�2"=11-011 f'` TYP. HARD r`E PLANK 3„_1,_01 TYP, HARDIE PLANK 3„-1,-0„ g TYP, HARDIE PLANK 3„-1,-0" �� WINDOW HEADER DETAIL owdumbul—pianK INDOW JAMB DETAIL ���OUTSIDE CORNER DETAIL W HEWER03—Plonk METAL COPING — ® ■ ■ ■ ■ -- - ...,_ ■ — - - FINISH TO MATCH ADJACENT WALL COLOR EXTEND WEATHER BARRIER TO BACK OF PARAPET NEW ROOFING MEMBRANE CONT. ACROSS MAIN ROOF, UP KICKER AND UNDER COPING DIAGONAL BRACING WITH PLYWOOD SHEATHING — SEE STRUCTURAL INSTALL NEW R-38 BATT INSULATION AT NEW ROOF CONSTRUCTION & R-11 BATT INSULATION IN WALLS SINGLE PLY ROOFING ------- ON RIGID INSUL. BD. 5/8" CDX PLYWD SHEATHING ON WD. TRUSSES CANT STRIP/ FILLER AS REQUIRED LA151 ING WU I KU55t5 (9 Z-14 O.C. TYP. EXIST SUSP. ACOUST. TILE CEILING (TYP.) REPAIR/ REPLACE AS INDICATED ON A1.1 CEILING PLAN EXIST. 2X4 WD. STUDS 2x4 WD FIRE STOP (TYPICAL) EXISTING 5/8" GYP BD WALL SUBSTRATE — PATCH AND REPAIR AS REQUIRED FROM OLD FINISH REMOVAL AND PREPARE TO RECEIVE NEW FINISHES — REFER TO INTERIOR ELEVATIONS EXISTING WALL TO REMAIN (20 WD W/ PT PLATE, HOLD DN ANCHORS) EXISTING 4" CONC. SLAB & FOUNDATION (TYPICAL) 4 - REMOVE EXISTING RED SIM. PARAPET LIGHT BAND (TYP.) 15,-6» T.O. PAR -H r u L J/ `\`\`� ` °ILd / I# EXIST. 2X BLOCKING `"%/� h ■ BETWEEN TRUSSES TYP. TRUSS BRG / 40/ REMOVE STANDING SEAM f / \ / METAL ROOFING, PLYWD. SHEATHING & WOOD TRUSS MANSARD (TYPICAL) / \ \ BOTT. CAN & T. 0. WIND 1 � NEW STUCCO W/ CONTROL JT. / & SCORING AS INDICATED ON / ELEVATIONS J—BEAD/ SCREED 7 4. SIM. I` ■ CD I r� _O0,- 0" �FIN. FLA R ROWLOCK COURSE (TYPICAL) EXISTING MASONRY VENEER (TYPICAL)- fi{ METAL COPING — FINISH TO MATCH ADJACENT WALL COLOR EXTEND WEATHER BARRIER TO BACK OF PARAPET NEW ROOFING MEMBRANE CONT. ACROSS MAIN ROOF, UP KICKER AND UNDER COPING DIAGONAL BRACING WITH PLYWOOD SHEATHING — SEE STRUCTURAL REPAIR / ADD TO INSULATION TO MAINTAIN R-38 BATT INSULATION AT TOP OF TRUSS, CANT STRIP AS REQUIRED — 7 Fv s BATT JINSUL t EXISTING WD TRUSSES ® 2'-0" O.C. TYP. EXIST SUSP. ACOUST. TILE CEILING (TYP.) REPAIR/ REPLACE AS INDICATED ON A1.1 CEILING PLAN EXISTING DOUBIE GIRDER TRUSS W/ 1/2- PLYWD. FILLER — FILL WEBS W/ BATT INSUL. (R-11) EXISTING WHITE ALUM. STOREFRONT WINDOW MULLION EXISTING 5/8" GYP BD WALL SUBSTRATE — PATCH AND REPAIR AS REQUIRED FROM OLD FINISH REMOVAL AND PREPARE TO RECEIVE NEW ru.unirn nrrrn -rn u,Trr-v i. r-, r !I� EXISTING WALL TO REMAIN "115 I /—ANDEXISTFOUNDATI FLOOR/ING TO REMAIN FLOOR I LXI511NG CUHti ANU PAVLMLNI IU —+ \Y. ' l/,�,r' EXISTING CURB AND PAVEMENT TO REMAIN. PATCH/ REPAIR �,' REMAIN. PATCH/ REPAIR1% REMAIN. ANY DAMAGE DURING CONSTRUCTION. f A E DUPING C TWAL 1 WALL SECTION THRU FRONT WINDOW 3/411=11-01 WALL SE� I� T��IC� ■ NEW 4" DEEP CONCRETE INFILL AT DRIVE THRU BUMP—OUT FOR NEW SIDING FURR—OUT. 3/4" =1 '-0" ■ 9 ±SEE ELEVATIONS T.O. FRAMING ( I I I I +I I + •� \ I I I 1 I I 4 I I SIM. I I I 1 REFER TO STRUCTURAL FOR NEW WALL FRAMING I I I I I I I I REMOVE EXISTING RED PARAPET LIGHT BAND (TYP.) PLYWOOD SHEATHING AS REQUIRED. SEE STRUCTURAL NEW 4' DEEP PRE—FAB CANOPY — COORDINATE WITH VENDOR FOR / 4 ATTACHMENT REQUIREMENTS — REFER,,---.-. ./ � � - .,c. ........,, .. o. TO A102 FOR ADDITIONAL !� / INFORMATION �'ROVID FLEA HIND OVER MP �3 \ / I NEW HARDIE PLANK WITH FLASHING. NEW HARDIE TRIM BOARD REMOVE EXISTING MATERIALS AND PREP EXISTING SURFACE TO RECEIVE NEW HARDIE PLANK SIDING, WATER RESISTIVE BARRIER AND TRIM. NEW HARDIE BOARD CORNER TRIM ROWLOCK COURSE (TYPICAL) EXISTING MASONRY m VENEER (TYPICAL) 3X4 P.T. WD. BASE PLATE W/ HOLD DOWN ANCHORS AND ACHOR BOLTS. SET PLATE IN FULL BED OF SEALANT. (TYPICAL) 0'-0" FIN. FLOOR I 0 METAL COPING — FINISH TO MATCH ADJACENT WALL COLOR EXTEND WEATHER BARRIER TO BACK OF PARAPET NEW ROOFING MEMBRANE CONT. ACROSS MAIN ROOF, & CRICKET UP PARAPET AND UNDER COPING iBATT TNSU P° n I13 GAG°I NAILED' TO \� EXISTING WD TRUSSES ® 2'-0" O.C. TYP. EXIST SUSP. ACOUST. TILE ' CEILING (TYP.) REPAIR/ REPLACE AS INDICATED ON Al.l CEILING / PLAN EXISTING DOUBLE GIRDER TRUSS W/ 1/2" PLYWD. FILLER — FILL 2 WEBS W/ BATT INSUL. (R-11) SIM. NEW DRIVE—THRU WINDOW WITH SIDELITE & TRANSOM EXISTING WD FIRE STOP (TYPICAL) EXISTING 5/8" GYP BD WALL SUBSTRATE — PATCH AND REPAIR AS REQUIRED FROM OLD FINISH REMOVAL AND PREPARE TO RECEIVE NEW FINISHES — REFER TO INTERIOR ELEVATIONS EXISTING WALL TO REMAIN 4" CONC. SLAB W/ ,'{I 6x6-10W.W.M. (TYPICAL) INMOWLANA ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMF_NT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: � c�a c� R� CONSULTANT; REVISIONS, NO. DAIE REMARK,) BURGER KIN REMODEL BI( -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL a ■ COPYRIGHT CJ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING (HESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMEN LS ARE PROHIBITED, PROJECT NO: 2012.0371 DATE: 08-14-12 EXISTING CURB AND PAVEMENT LCY\" REMAIN. PATCH/ REPAIR ANY DAMAGE DURING CONSTRUCTION. f! /" �' ;' WALL SECTIONS 3 WALL SECTION -DRIVE-THRU WINDOW/ TOWER 3�4"=1'_0" CHECKED: ■ ■ ■ ■ PARAPET WALL COPING - ATTACHMENT TO CONTINUOUS CLEAT SECURELY ANCHORED INTO PLYWOOD PER MANUFACTURERE'S DIRECTIONS. CONTINUOUS 2x PRE -FABRICATED SLOP WOOD NAILER METAL COPING SEALANT —ROOFING MEMBRANE H F -f• + TO CONTINUE UP THE PARAPET TO HARDI PLANK LAP -F- -F H -f• UNDERSIDE THE SIDING OVER 5/8"��a METAL FLASHING PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER (HARDIEWRAP –ROOFING SYSTEM OR EQUIVALNT) APPLIED TO VERTICAL PARAPET IN STRICT ACCORDANCE PARAPET WALL COPING– ATTACHMENT TO CONTINUOUS CLEAT SECURELY ANCHORED INTO PLYWOOD PER MANUFACTURERE'S DIRECTIONS. PRE -FABRICATED SLOPE METAL COPING r�- SEALANT HARDI PLANK LAP SIDING OVER 5/8" PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER (HARDIEWRAP ` OR EQUIVALNT) tSEE ELEVATIONS IV T.O. FRAMING— 1 I + I +I I +I I ++I r I 4 4. SIM. REFER TO STRUCTURAL FOR NEW WALL FRAMING REMOVE EXISTING RED PARAPET LIGHT BAND (TYP.) I I i I 1 +I 1 + + I++ I I PLYWOOD SHEATHING AS _ REQUIRED. SEE STRUCTURAL I I 1/1 4 I / 1 / 1 / o- /v /< I I I NEW FURRED OUT WALL W/ 3-5/8" METAL STUDS HARDI PLANK LAP SIDING OVER --- __ 5/8" PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER I' (HARDIEWRAP OR EQUIVALNT) '1 ' I I II I NEW HARDIE BOARD CORNER TRIM IE BEYOND I I REMOVE ROWLOCK COURSE & ' I I INSTALL CONT. BLOCKING 'I 1 PLATES / NEW FURRED OUT VALI W/ 1-5/8" METAL STUDS OVER MASONRY m 0'— �» FIN. FLOOR ^�yy h IUOUS 2x NAILER ` OFING MEMBRANE I. CONT�UE UP THL `P' APET TO NDEr`�IDE THE MEr yL FLASHING ROOFING SYSTEM APPLIED TO VERTICAL PARAPET IN STRICT ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. 6"=1'-0" I /___ .._ _\ ■_Ah t SEE ELEVATIONS T.O. FRAMING I ++ I++ I ++I1 1++ I METAL COPING FINISH TO MATCH I ADJACENT WALL COLOR 4 I 1 — I I I 4. HARDI PLANK LAP SIDING OVER 5/8' PLYWOOD SHEATHING WITH I I 1 WATER RESISTIVE BARRIER (HARDIEWRAP OR EQUIVALNT) I ' PLYWOOD SHEATHING AS REQUIRED, SEE I I STRUCTURAL METAL COPING — FINISH TO MATCH ADJACENT WALL COLOR EXTEND WEATHER BARRIER TO BACK OF PARAPET NEW ROOFING MEMBRANE CONT. ACROSS MAIN ROOF, & CRICKET UP PARAPET AND UNDER COPING .; - 1 ✓J \ ' '+ �,. j�BATT NSUL. (R=30) TO EXISTING WD TRUSSES 0 2'-0" O.C. TYP. SUSP. ACOUST. TILE CEILING (TYP.) - 2x4 WD FIRE STOP (TYPICAL) -EXISTING 5/8" GYP BD WALL SUBSTRATE - PATCH AND REPAIR AS REQUIRED FROM OLD FINISH REMOVAL AND PREPARE TO RECEIVE NEW FINISHES - REFER TO INTERIOR ELEVATIONS EXISTING WALL TO REMAIN (2X4 WD W/ PT PLATE, HOLD DN ANCHORS) 4" CONC. SLAB W/ 6x6-10W.W.M. (TYPICAL) i J c� cn Ld REFER TO STRUCTURAL v FOR NEW WALL FRAMING ■ PROVIDE FLASHING OVER MP -3 NEW CANOPY (MP -3) W/ SIGN HARDI TRIM BD. HARD] SOFFIT BD. CEILING ON METAL JOIST & FURRING AS REQUIRED BY MFR. HARDI PLANK LAP SIDING OVER 5/8" PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER (HARDIEWRAP OR EQUIVALNT) 16X6 PT COLUMN INSIDE BOXING (REFER TO STRUCTURAL) HARDI PLANK LAP SIDING OVER 5/8" PLYWOOD SHEATHING WITH WATER RESISTIVE BARRIER. STARTER STRIP AT FIRST I ABOVE START FIRST ROW 6" GRADE. METAL FLASHING, PAINT TO MATCH SIDING COLOR CONT. SEALANT `D I I Ya" MAX GAP WITH CONT, SEALANT TO BACKER ROD -H GRADE NEW 4" DEEP CONCRETE INFILL UNDER SIDING bFURR-OUT (AS REQUIRED) 5" MIN EXTERIOR WALL SILL DETAIL 1 1/2"=1'-0" wa ■ EXTEND WEATHER BARRIER TO BACK OF PARAPET NEW ROOFING MEMBRANE CONT. ACROSS MAIN ROOF, UP KICKER AND UNDER COPING DIAGONAL BRACING WITH PLYWOOD SHEATHING — SEE STRUCTURAL I 21 �� �� ` ` CANT STRIP/ FILLER li li ��� ��� I I AS REQUIRED REMOVE EXISTING ROOFING & I 11' REMOVE STANDING SEAM \�`� �� / / INSULATION BD. II METAL ROOFING, PLYWD. 1 1 I II SHEATHING & WOOD TRUSS `� / / NEW ROOFING MEMBRANE AND I MANSARD (TYPICAL) INSULATION BD. AS REQUIRED TO � MATCH AND LAP EXISTING + 1 1 +I �j 11 I I`' -- 1 – – -- –––-------------- < --- -- / I I , EXIST. TRUSSES I I III EXIST. ALUM. STOREFRONT DOOR/WINDOW MULLION ' J (WHITE) �L I f I I EXIST. SPLIT FACED CMU VENEER KNEE WALL BEYOND EXISTING FLOOR SLAB/ FOUNDATION I TO REMAIN EXISTING CURB AND PAVEMENT TX REMAIN. PATCH REPAIR %'�I�/. /\/ EXISTING CONCRETE SIDWALK TO REMAIN. / �� /�/. PATCH/ REPAIR ANY DAMAGE DURING ANY DAMAGE DURING CONSTRUCTION. .<< ! ;' / �� /!�/% /• 1 WALL SECTION -DRIVE THRU TOWER 3�a�-1 Q CONSTRUCTION. 2 WALL SECTION - SIDE ENTRY TOWER 3/4°-1'-0" 0'-0" FIN. FLOOR ■ 1 HARDY BOARD TRIM NEW WOOD BLOCKING EXIST WOOD FRAMING/ BEYOND AS REQUIRED FOR LOCKING TO REMAIN - EXTERIOR TILE ON THIN - SIGNAGE ✓ SET ON PLYWO '�f✓ '`'' ' ,� SHEATHING I%" WEEPS ® 32" O.C. AT - a ++`+' JOINT BETWEEN TILE AND NEW STUCCO FINIS /� j CONCRETE SLAB IN GROUT JOINT. NEW 5/8" PL SHEATHING NEW METAL S FURRING INSTALL CORN CENTERED ON AT WINDOW H SEALANT & R ROD- TYP. EXISTING STOFtr-rr;vivl WINDOW SYSTEM TO REMAIN ul WINDOW HEAD DETAIL 15'-6" T.O. —PAR AFF ® REAR — NEW 3 -COAT STUCCO ON 5/8" --� PLYWD SHEATHING ON NEW METAL STUDS LAPPED EXISTING STUDS. METAL FLASHING AND CAP FLASHING ON BRICK SEE _ EXIST. WALL ELEVATION NV T. 0. BRICK HT. VARIES REFER TO STRUCTURAL FOR NEW WALT_ FRAMING C) i2 V) z V) z Q EXIST. STUCCO ON PLYWOOD SHEATHING ON EXISTING WD. FRAME WALL NEW THIN BRICK VENEER ON CEMENTITIOUS BASE- REMOVE STUCCO BORDER & OR FILL TO LEVEL EXIST. STUCCO SUBSTRATE EXISTING MASONRY SO COURSE TO REMAIN 3"= 1'-0'I .o \ TOWER PARAPET BEYOND \ NEW ROOFING MEMBRANE LAPPED \ OVER NEW PARAPET WALL (ON \ INSULATION BD. AS REQUIRED) & \ ON 5/8" SHEATHING \ SLOPE paz=ir \ `_----------- �_ ----------------- REMOVE STANDING SEAM L --1 ,! SHEATHING & WOO TRUSS — \ I i MANSARD (TYPICAL)I� / n pt r' -------------- 7177r7I — ---- -------------- '` _ 3 WALL SECTION cz +++SIDE WALL /"EXIST. METAL STUD WALIi FRAMING & !. INSULATION --,__..,. N 31' - 1 I-0" I Ila 1wr0tPLANN r ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 1. 604 COUR [LAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: I C 11� CONSULTANT; REVISIONS: NO. DATE REMARKS NEW ROOFING MEMBRANE AND INSULATION BD, AS REQUIRED TO MATH AND LAP EXISTING REBUILD CANT STRIP/ FILLER AS EQUIRED REM VE EXISTING ROOFING & INSULATION BD. ■' -EXIST. RESTRM GYP. BD. CEILING, REWORK AS REQUIRED. I 1 III EXIST. 2X4 WD. STUDS I I EXIST. 04 POST & WALL BEHIND (IN RR) I I - 2x4 WD FIRE STOP (TYPICAL) I I I I I I EXISTING 5/8" GYP BD WALL SUE14WE - PATCH AND REPAIR AS REQUIRED 111R � OLD FINISH REMOVAL AND PREPARE TO IR EIVE NEW FINISHES - REFER TO INTERIOR ELL A�IONS I I I I EXISTING WALL TO REMAIN (2X4 WD W/ PT PLATE, HOLD DN ANCHORS) III 1 I EXISTING FLOOR SLAB/ FOUNDATION TO REMAIN I I 111 1 I li I 3/4"=1'-011 0'-0►► -- FIN. FLOOR BURGER KING REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL ■ ■ COPYRIGHT c0 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012.0371 DATE: 08-14-12 m 1 WALE SECTIONS A4I CHECKED, t 1:1' L m 5 I DOOR '?PENING: PR3'-0"x7'-0"x1 3/4% AD x AF Mr;TRIAL: ALUMINUM / GLASS FINISt ,; r, REFERENCE DECOR PACKAGE HARDW�;F ENTRANCE 06 HARDWARE SHALL CONSIST OF OFFSET PIVOTS, ADAMS k M.S. 1852A DEAD BOLT LOCK, NORTON 1605 SURFCLOSERS WITH BACK CHECK, 9"',CLASSIC' ST.,Fu�ml <, Vr'"'FULLS IN POLIS ED , SThINLESS11 OR :CHROWC„ AN.. STANDARD 1 THI2E`S' 01_ S. „ y. 1 3/1 I 41, � II �'� !', f �,°�>at� rte` ~`✓ �:l'!� e N1 DOOR ^, DOOR SPECIFICATIONS ■ FRAME MATERIAL: ALUMINUM FINISH: REFERENCE DECOR PACKAGE DOOR FRAME SCALE: 1/4" = 1'-0 AS NOTED SELF-CLOSING DRIVE-THROUGH WINDOW: READY ACCESS MODEL Series 600 (47 1 /2" W x 43 1/2"H) NOA-#10-0224.02 -OR- FIELD DETERMINED Of0iK5ERPMIIIIEN .i'U L -IP * 4'-0„ 4 x 36"H)U NOA-#1 1-129677— 4'-0" is �y W r i W * DEPENDENT ON DRIVE --THROUGH �i WINDOW SELECTED. VERIFY LATEST DIMENSIONAL INFORMATION WITH THE MANUFACTURER. WINDOW q> SCALE: 1/4" = 1'-0" 2 TYP, DRIVE THRU ELEVATION wow-D6veThru 7 ■ 4f. 3' -0"x7' -0"x1 3/4"x AD x AF MATERIAI ' l UMINUM / GLASS FINISH: REFI.INCE DECOR PACKAGE HARDWARE DOOR HARDWARE SHAD '^ONSIST OF OFFSET PIVOTS, ADAMS RITE M,S7%1.t852A DEAD BOLT LOCK, NORTON 1605 SURFACE CLO RS WITH BACK CHECK, 9" "CLASSI2' STRAIGHT 10C r I' I nv"'POLISHED STAINLESS JCR CHFOME, AND `STAN `SID THRESHOLDS. 4,mz CD Spec Hinges — .l rgvide features... lunetion�, size, and fini.Sh gas shown 1jx h<aa'E�1'4�uaie sets. U1 ger DOOR DOOR BB 11.68 FRAME OPENING: 3' -0"x6' -8"x1 FRAME OPENING: 3' -0"x6' -8"x1 3/4"WD x AF CORE MATERIAL: ALLUMINUM MATERIAL: SOLID CORE HPL DECOR PACKAGE r' FINISH: REFERENCE ID SHEETS. 3)-0'$ REMARKS DOOR CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER HINGES: 3 EACH ■ EXTERIOR FRAME MATERIAL: ALLUMINUM FINISH: REFERENCE DECOR PACKAGE Q I 3'-4" DOOR FRAME SCALE: 1 /4" = 1'-0 INTERIOR H �� �A JAMB O THRESHOLD CO 5/8" GYP. BOARD METAL STUD HEADER EXTERIOR FINISHES. SEE WALL .. SECTIONS. 2X WOOD BLOCKING lo N lo DOOR HEADER, SEE WALL SECTIONS METAL DOOR FRAME BACKER ROD AND SEALANT METAL DOOR FRAME WOOD BLOCKING WITH LAG SCREWS HEAD DETAIL MCE SCALE: (2) 2x4 WOOD STUDS EIFS PRODUCT TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS. BACKER ROD AND SEALANT METAL DOOR FRAME JAMB DETAIL B SCALE: 3" ALUM. THRESHOLD FINISHED FLOOR >_ THRESHOLD THRESHOLD C SCALE: ALUM. THRESHOI BY MANUFACTUF FINISHED FLOOR THRESHOLD SCALE: HEAD, JAMB, AND THRESHOLD DETAILS DR HEAD—JAMB-01 METAL STUDS METAL DOOR FRAME JAMB DETAIL u J � a U)_ cti oo 9� F FINISHED FLOOR THRESHOLD F AS NOTED ■ ■ s 3'-0" 3'-4" DOOR R1 DOOR FRAME SCALE. 1/4" = 1'-0" SCALE: 1/4" = l'-0" Spec Hinges — .l rgvide features... lunetion�, size, and fini.Sh gas shown 1jx h<aa'E�1'4�uaie sets. U1 ger DOOR DOOR BB 11.68 FRAME OPENING: 3' -0"x6' -8"x1 FRAME OPENING: 3' -0"x6' -8"x1 3/4"WD x AF CORE MATERIAL: ALLUMINUM MATERIAL: SOLID CORE HPL DECOR PACKAGE FINISH: REFERENCE ID SHEETS, FINISH: REFERENCE ID SHEETS. REMARKS HARDWARE CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER HINGES: 3 EACH SIGN PACKAGE: 1 "KITCHEN" AND EACH DOOR TO RECEIVE: EACH CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER ADA HINGES: 3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652 REQUIREMENTS. SIGNS FURNISHED BY DECOR SUPPLIER. LOCKSET: 1 EACH SCHLAGE, AL53PD SAI x 626 SIGNS INSTALLED BY GENERAL CONTRACTOR PER ADA CLOSER: 1 EACH LCN 1461 X 689 KICKPLATES: 2 REQUIREMENTS. FLOOR FL STOP: 1 EACH F x US26D 6_R HA 241E EACH r AS AN LIEU OF SOLID COR DORS AND HOLLOW OPTION IN E D KICKPLATES: ---------- DW HW%FLAT 628 METAL FRAMES, PROVIDE MARLITE HPL DOORS WITH ALUMINUM Sargent (L/IS HEAD P'HILI_IP w HEAD SCREWS) FRAMES (REF. ID SHEETS FOR COLOR) SILENCERS: 3 EACH HAGER 307D RBR Closers -- Provide features, futictions, unto fi ish :1sshown ill hardware sets.. LCN DOOR VIEWER: 1 EACH ROCKWOOD 622 x 626 - R HEAD D 11- J301. 4425 1t i 44, 1,1 c�1ma 8.) ,L�No DOOR VIEWER 6 89161),ST / � i DST F I::: ,.. ..:::. ... .'% : -:..: t f i i f = _' t i E C S, F E i�F k i = �. f %' _ Push/Pull, KP, Stops, Eta - Prov>ii►£' _#e atitre , fuucfimissizeandflitusli u slacawm. in hardware sats. flq` er / 15'l'top 241E WcA Stop 2'366Wow.eI' 175.+ Rockwood K4050 WE .BL`106 x 70C° 70C, 4410,1 / JAMB E c I 1017-3 x 2 l J llroj, 1.00.1.3 1211 JAMBco F s Q � F ; F f 00 I VVe,a,tit c rst_- � g, Ta°eshulds, .Etei �Trovlde le,liture<s; size, and flnish us .shown n hard',,v:a e sets. �tt;LC11lEI Cid T�} �{cjh1c. 32:>A See/17; 20}I0jjj1;/ia �tr'i1 1OA: S. G;11:i1°moi? 2'29 '.S ,_l: 5C,'N� � V...,�AS Leto 16,75A 39N 99 SILL F ■ ■ s 3'-0" 3'-4" DOOR R1 DOOR FRAME SCALE. 1/4" = 1'-0" SCALE: 1/4" = l'-0" GLA7_ING SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS TO MEET 2010 FBC ENERGY CONSERVATION. PER TABLE 502.1.1.1(2), THE FOLLOWING VALUES ARE MANDATORY: U- FACTOR 5 0.45 SOLAR HEAT GAIN COEFFICIENT: _< 0.25 ADDITIONAL SPECIFICATIONS: OVERALL THICKNESS: 15/16" INSULATED GLASS OUTBOARD LITE: 1/4" VEI-2M LOW -E #2 SURFACE TEMPERED AIR SPACE: 1/2" WITH BLACK SILICONE SEAL INBOARD LITE: 9/1611 VANCEVA STORM LAMINATED GLASS PERFORMANCE REQUIREMENTS: TEMPERED FOR EXTERIOR APPLICATION PRODUCT APPROVAL SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS: KAWNEER TRIFAB 451: 4Y" ALUMINUM STOREFRONT WITH NARROW AND _,___-_MEDIUM :STILE --DOOR.___.. . FL PRODUCT APPROVAL #FL 7237.2--___1 I SEAL: U 604 COURTLAND STREET SUITE 'I 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 CONSULTANT; REVISIONS: NO. DATE REMARKS BURGER DING REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL B� I Y COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2012.0371 DATE; 08-14-12 DOOR AND WINDOW rI SCHEDULE AND DETAILS CHECKED; k Spec Hinges — .l rgvide features... lunetion�, size, and fini.Sh gas shown 1jx h<aa'E�1'4�uaie sets. U1 ger DOOR BB 1279 BB 11.68 FRAME OPENING: 3' -0"x6' -8"x1 3/4"x WD x MF MATERIAL: ALLUMINUM MATERIAL: SOLID CORE HPL FINISH: REFERENCE DECOR PACKAGE FINISH: REFERENCE DECOR PACKAGE REMARKS HARDWARE. SIGN PACKAGE: 1 "LADIES", 1 "GENTLEMEN" AND EACH DOOR TO RECEIVE: CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER HINGES: 3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652 ADA REQUIREMENTS. SIGNS FURNISHED BY DECOR CLOSER: 1 EACH LCN 1461 X 689 SUPPLIER. SIGNS INSTALLED BY GENERAL CONTRACTOR PUSH PLATE: 1 EACH HAGER 30S 4x16 628 PER ADA REQUIREMENTS. PULL PLATE: 1 EACH C HAGER H33E 4x16 628 FLOOR STOP: 1 EACH HAGER 241F x US26D AS AN OPTION IN LIEU OF SOLID CORE DOORS AND KICKPLATES: 2 EACH HAGER 193S 8"x2" LDW 628 HOLLOW METAL FRAMES, RPOVIDE MARLITE HPL DOORS SILENCERS: 3 EACH HAGER 307D RBR WITH ALUMINUM FRAMES (REF. DECOR PACKAGE) ---------- 2 WOW 3'-0" " Sargent 3 82 8 E.0 --- N J HEAD D F. Closers -- Provide features, futictions, unto fi ish :1sshown ill hardware sets.. LCN 14611 41.15'l _ Yale 11- J301. 4425 1t i 44, 1,1 c�1ma 8.) ,L�No 6 89161),ST / � i DST F I::: ,.. ..:::. ... .'% : -:..: t f i i f = _' t i E C S, F E i�F k i = �. f %' _ Push/Pull, KP, Stops, Eta - Prov>ii►£' _#e atitre , fuucfimissizeandflitusli u slacawm. in hardware sats. flq` er x.�93S 1 ultft L .33t Pusli P t< 30S 15'l'top 241E WcA Stop 2'366Wow.eI' 175.+ Rockwood K4050 WE .BL`106 x 70C° 70C, 4410,1 / Q 1017-3 x 2 l J llroj, 1.00.1.3 1211 JAMBco F 7C [ F ; F f yF VVe,a,tit c rst_- � g, Ta°eshulds, .Etei �Trovlde le,liture<s; size, and flnish us .shown n hard',,v:a e sets. �tt;LC11lEI Cid T�} �{cjh1c. 32:>A See/17; 20}I0jjj1;/ia �tr'i1 1OA: S. G;11:i1°moi? 2'29 '.S ,_l: 5C,'N� � V...,�AS Leto 16,75A 39N 99 THRESHOLD E 3' 0" R2 N 3'-4" DOOR DOOR FRAME SCALE: 1/4" = 1'-0" SCALE: 1/4 = 1'-0" GLA7_ING SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS TO MEET 2010 FBC ENERGY CONSERVATION. PER TABLE 502.1.1.1(2), THE FOLLOWING VALUES ARE MANDATORY: U- FACTOR 5 0.45 SOLAR HEAT GAIN COEFFICIENT: _< 0.25 ADDITIONAL SPECIFICATIONS: OVERALL THICKNESS: 15/16" INSULATED GLASS OUTBOARD LITE: 1/4" VEI-2M LOW -E #2 SURFACE TEMPERED AIR SPACE: 1/2" WITH BLACK SILICONE SEAL INBOARD LITE: 9/1611 VANCEVA STORM LAMINATED GLASS PERFORMANCE REQUIREMENTS: TEMPERED FOR EXTERIOR APPLICATION PRODUCT APPROVAL SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS: KAWNEER TRIFAB 451: 4Y" ALUMINUM STOREFRONT WITH NARROW AND _,___-_MEDIUM :STILE --DOOR.___.. . FL PRODUCT APPROVAL #FL 7237.2--___1 I SEAL: U 604 COURTLAND STREET SUITE 'I 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 CONSULTANT; REVISIONS: NO. DATE REMARKS BURGER DING REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL B� I Y COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2012.0371 DATE; 08-14-12 DOOR AND WINDOW rI SCHEDULE AND DETAILS CHECKED; k Spec Hinges — .l rgvide features... lunetion�, size, and fini.Sh gas shown 1jx h<aa'E�1'4�uaie sets. U1 ger BB 1279 BB 11.68 253 [Bommer BB 5 001 r•- l' Locks - Provide feataares, fluaC`tloils gaud Mush as sholvu In h ai'dw are seas. T`'a1oon � T cftd1oQk D871 O SUUSrL'.f U tION schf &e AL 53PD A.L4.0S Ile A- 5307U T A.U5302.L:1 � 1 i 135t ID B301D ,. __.... - >. -: .:t _.._ ._ W _ - .. .._. Exit Device -- Provide & ati as es l'uaac;tions, and finish as. 5hco n "it hardware sets, Vc31TT�'viprin NEC) ---------- 2 WOW Sargent 3 82 8 E.0 --- F. Closers -- Provide features, futictions, unto fi ish :1sshown ill hardware sets.. LCN 14611 41.15'l _ Yale 11- J301. 4425 1t i 44, 1,1 c�1ma 8.) ,L�No 6 89161),ST / � i DST F I::: ,.. ..:::. ... .'% : -:..: t f i i f = _' t i E C S, F E i�F k i = �. f %' _ Push/Pull, KP, Stops, Eta - Prov>ii►£' _#e atitre , fuucfimissizeandflitusli u slacawm. in hardware sats. flq` er x.�93S 1 ultft L .33t Pusli P t< 30S 15'l'top 241E WcA Stop 2'366Wow.eI' 175.+ Rockwood K4050 WE .BL`106 x 70C° 70C, 4410,1 409 Trimco 1.0050 1017-3 x 2 l J llroj, 1.00.1.3 1211 1270��F5�' 7C [ F ; F f yF VVe,a,tit c rst_- � g, Ta°eshulds, .Etei �Trovlde le,liture<s; size, and flnish us .shown n hard',,v:a e sets. �tt;LC11lEI Cid T�} �{cjh1c. 32:>A See/17; 20}I0jjj1;/ia �tr'i1 1OA: S. G;11:i1°moi? 2'29 '.S ,_l: 5C,'N� � V...,�AS Leto 16,75A 39N 99 GLA7_ING SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS TO MEET 2010 FBC ENERGY CONSERVATION. PER TABLE 502.1.1.1(2), THE FOLLOWING VALUES ARE MANDATORY: U- FACTOR 5 0.45 SOLAR HEAT GAIN COEFFICIENT: _< 0.25 ADDITIONAL SPECIFICATIONS: OVERALL THICKNESS: 15/16" INSULATED GLASS OUTBOARD LITE: 1/4" VEI-2M LOW -E #2 SURFACE TEMPERED AIR SPACE: 1/2" WITH BLACK SILICONE SEAL INBOARD LITE: 9/1611 VANCEVA STORM LAMINATED GLASS PERFORMANCE REQUIREMENTS: TEMPERED FOR EXTERIOR APPLICATION PRODUCT APPROVAL SPECIFICATIONS; 1. NEW STOREFRONT WINDOWS AND DOORS: KAWNEER TRIFAB 451: 4Y" ALUMINUM STOREFRONT WITH NARROW AND _,___-_MEDIUM :STILE --DOOR.___.. . FL PRODUCT APPROVAL #FL 7237.2--___1 I SEAL: U 604 COURTLAND STREET SUITE 'I 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 CONSULTANT; REVISIONS: NO. DATE REMARKS BURGER DING REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL B� I Y COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2012.0371 DATE; 08-14-12 DOOR AND WINDOW rI SCHEDULE AND DETAILS CHECKED; k 0 _ a 0 J N BURGER DING- 20/20 PROTOTYPE revised 6.25.12 EXTERIOR MATERIALS & FINISH SCHEDULE 11/1/2011 CGDE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION PRODUCT COLOR DIMENSION EB -1 EXTERIOR BRICK GENERAL OWENSBORO BRICK MOD / QS TUMBLED OLDE HILLSBORO CONTACT: NEIL HARMS @ ALL FLORIDA BRICK & TILE (904) 923-2898 / OR (FULL BRICK OR THIN BRICK MAY BE USED) CONTACT: JIM BROWDER @ UNITED WALLS SYSTEMS (877) 258-9800 NOTE: USE WITH EGR-1 EB -1A EXTERIOR BRICK GENERAL PINE HALL BRICK FACE BRICK OLD IRVINGTON O/S CONTACT: MERRILL DURIG AT SNYDER BRICK &BLOCK (937) 299-7388 (ALT) NOTE: USE WITH EGR-1 ECT -1 EXTERIOR CERAMIC TILE ACCENT AT DALTILE NATURAL HUES #QH77 SCARLET 6" X 12" CONTACT: ALEXANDRA STEFAN AT DAL -TILE (305) 477-8216 BUILDING FRONT NOTE: USE WITH EGR-2 ECT -2 EXTERIOR CERAMIC TILE ACCENT AT DALTILE NATURAL HUES #QH77 SCARLET 6" X 6" BUILDING FRONT Q1665 BULLNOSE EF -1 EXTERIOR FINISH GENERAL STO OR APPROVED STO POWERWALL STUCCO SYSTEM COLOR TO MATCH CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 STUCCO EQUAL TEXTURE :FINE SAND GLIDDEN PROFESSIONAL MASTER PALETTE #20YY 41/165 CAMEL TAN _ EF -2 EXTERIOR FINISH GENERAL STO OR APPROVED STO POWERWALL STUCCO SYSTEM STUCCO OR STO MUST BE PAINTED TO MATCH STUCCO EQUAL TEXTURE :FINE SAND EP -5 EF -4 EXTERIOR FINISH GENERAL STO OR APPROVED STO POWERWALL STUCCO SYSTEM COLOR TO MATCH STUCCO EQUAL TEXTURE :FINE SAND GLIDDEN PROFESSIONAL MASTER PALETTE #110YY 14/080 MONTEREY CLIFFS EF -5 EXTERIOR FINISH GENERAL STO OR APPROVED STO POWERWALL STUCCO SYSTEM COLOR TO MATCH STUCCO EQUAL TEXTURE :FINE SAND GLIDDEN PROFESSIONAL MASTER PALETTE #04YR 11/537 AMAZING EF -7 EXTERIOR FINISH EXTERIOR SIGN .TAMES HARDIE HARDIPLANK LAP SIDING COLOR TO MATCH PFRMI-SSABLE ON "STANDARD" ELEVATION OPTION ONLY FIBER CEMENT SIDING ARCHONS 7-1/4" SMOOTH FINISH WITH 6-1/4" EXPOSURE EP -5 TRIM IS 1 X 6 DIMENSIONAL HARDIPLANK LUMBER RIPPED IN HALF EP -1 EXTERIOR PAINT METAL PANEL PPG CORAFLON ADS FACTORY FINISH TO MATCH CONTACT: BOB SCHROCK AT PPG INDUSTRIES (513) 543-2555 MP -1 ** FACTORY APPLIED GLIDDEN PROFESSIONAL MASTER PALETTE_ #04YR 1.1/537 AMAZING EP -2 EXTERIOR PAINT EXTERIOR PRIMER: HYDROSEALER MASTER PALETTE #20YY 41/165 BURGER ACING National Sales Mgr/ Specification Contact: Andy Burns GENERAL EXTERIOR PRIMER SEALER 6001-1200 CAMEL TAN phone: (407) 430-5226 PAINT: FORTIS 350 EXTERIOR order # A1824 email: andrew.burrs@gliddenprofes;sionial.corn 100% ACRYLIC SATIN FINISH 2402V-XXXX EP -3 EXTERIOR PAINT EXTERIOR PRIMER: HYDROSEALER MASTER PALETTE #-04YR 11/537 ACCENT EXTERIOR PRIMER SEALER 6001-1200 AMAZING To Find Nearest Store Locations: 1-800-934-5444 option 5 PAINT: #3002-0500N LIFEMASTER ACCENTS oder # A0277 INTERIOR/ EXTERIOR EGGSHELL/SATIN For electronic color card: 1-888-615-8169 option 2 Shari Rishaw or Theresa Clary EP -4 EXTERIOR PAINT EXTERIOR PRIMER: HYDROSEALER MASTER PALETTE #10YY 14/080 WAINSCOT EXTERIOR PRIMER SEALER 6001-1200 MONTEREY CLIFFS GLIDDEN PROFESSIONAL PAINT: FORTIS 350 EXTERIOR order # A1785 For Burger Icing special pricing, please reference: 100% ACRYLIC SATIN FINISH 2402V-XXXX _ Glidden Professional National Account summary #9044 EP -5 EXTERIOR PAINT EXTERIOR PRIMER: HYDROSEALER MASTER PALETTE_ #00NN 07/000 GENERAL EXTERIOR PRIMER SEALER 6001-1200 DEF_P ONYX PAINT: FORTIS 350 EXTERIOR order # A2015 100% ACRYLIC SATIN FINISH 2402V-XXXX EP -6 EXTERIOR PAINT EXTERIOR PRIMER: DEVOE COATINGS DEVGUARD GLIDDEN PROFESSIONAL PURE ALUMINIUM ACCENT LOW VOC UNIVERSAL PRIMER 4360-1000(WHITE) BURGER KING SILVER' (For Metal Substrates Only) PAINT: DEVOE COATINGS DEVGUARD PURE ALUMINUM FINISH 4308-9020 EP -2 EXTERIOR PAINT EXTERIOR PRIMER: PITT -GLAZE INTERIOR/EXTERIOR ACT -15 BURGER KING National Sales Mgr/ Specification Contact: KEVIN LASTACY GENERAL ACRYLIC BLOCK FILLER #16-90 ANTELOPE phone: 616-335-3259 PAINT: SPEEDHIDE EXTERIOR email: klastacy@ppg.com 100% ACRYLIC SATIN FINISH 6-2045 SERIES EP -3 EXTERIOR PAINT EXTERIOR PRIMER: PITT -GLAZE INTERIOR/EXTERIOR VC -234-7 ACCENT ACRYLIC BLOCK FILLER #16-90 RED LICORICE PAINT: SPEEDHIDE EXTERIOR 100% ACRYLIC SATIN FINISH 6-2045 SERIES EP -4 EXTERIOR PAINT EXTERIOR PRIMER: PITT -GLAZE INTERIOR/EXTERIOR VC -521-6 WAINSCOT ACRYLIC BLOCK FILLER #16-90 GRANITE PPG PAINT: SPEEDHIDE EXTERIOR 100% ACRYLIC SATIN FINISH 6-2045 SERIES EP -5 EXTERIOR PAINT EXTERIOR PRIMER: PITT -GLAZE INTERIOR/EXTERIOR VC -518-7 GENERAL ACRYLIC BLOCK FILLER #16-90 BLACK MAGIC PAINT: SPEEDHIDE EXTERIOR 100% ACRYLIC SATIN FINISH 6-2045 SERIES EP -6 EXTERIOR PAINT EXTERIOR PRIMER: PITT -GLAZE INTERIOR/EXTERIOR VC -518-4 ACCENT ACRYLIC BLOCK FILLER #16-90 FLAGSTONE (For Metal Substrates Only) PAINT: SPEEDHIDE EXTERIOR 100% ACRYLIC SATIN FINISH 6-2045 SERIES FGR -1 GROUT BRICK FLAMINGO-BRIXMENT COLOR CEMENT B-12 CONTACT: MIKE ROSE @ ESSROC (812) 246-7721 NATURAL BUFF NOTE: USE WITH EB -1 & EB -1A EGR-2 GROUT CERAMIC TILE CUSTOM BUILDING PRODUCTS POLYBLEND SANDED #60 CHARCOAL NOTE: USE WITH CT -1 ON EXTERIOR FINISH SCHEDULE *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID SET *** SEAL GROUT WITH A UAMIX SEALERS CHOICE GOLD MC -1 METAL COPING TOP OF LIGHT BAND W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS A-30 CONTACT: W.P. HICKMAN COMPANY (828) 274-4000 WALL CAP SILVERSMITH WWW.WPH.COM MC -2 METAL COPING BELOW LIGHT BAND W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS FACTORY FINISH TO MATCH CONTACT: W.P. HICKMAN COMPANY (828) 274-4000 ICI PAINT #20YY 41/165 CAMEL TAN MC -3 METAL COPING TOP OF ARCHON W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS FACTORY FINISH TO MATCH CONTACT: W.P. HICKMAN COMPANY (828) 274-4000 ICI PAINT #00NN 07/000 DEEP ONYX MP -1 CORRUGATED METAL PARAPET BAND LEKTRON LED LIGHT BAND FACTORY FINISH TO MATCH EP -1 *SEE PLANS PRODUCT INFORMATION: FRED HANNAH AT LEKTRON *SEE APPROVED SIGN SUPPLIERS (800) 634-4059 OR (918) 622-4978 MP -3 METAL CANOPY ABOVE DOORS *SEE APPROVED CUSTOM METAL CANOPY COLOR: CLEAR ANODIZED *SEE PLANS CANOPY SUPPLIERS MP -4 METAL AWNING/ ABOVE WINDOWS/ FIRESTONE STANDING SEAM METAL ROOF SILVER METALLIC SR *SEE PLANS CONTACT: BRIAN BUCKLER (317) 816-3206 SSM ROOFING MANSARD ROOFING METAL PRODUCTS MP -4 METAL AWNING/ ABOVE WINDOWS BERRIDGE ROOFING STANDING SEAM METAL ROOF PREMIUM METALLIC - ZINC COTE *SEE PLANS CONTACT: STEPHANIE SHANAHAN (210) 650-3050 SSM ROOFING MANSARD ROOFING METAL PRODUCTS MP -5 METAL PANEL BELOW DRIVE THROUGH CENTRIA CONCEPT SERIES 9946 PRODUCT INFORMATION: JON SCHLOSSER AT CENTRIA (513) 793-9160 WINDOW CS200E SILVERSMITH TO PURCHASE: JIM ABNER AT METALWORKS PLUS/BK (859) 442-5666 MP -7 CORRUGATED METAL EXTERIOR SIGN CENTRIA CONCEPT SERIES 9916 PRODUCT INFORMATION: JON SCHLOSSER AT CENTRIA (513) 793-9160 PANEL ARCHONS CS260E RICH BLACK TO PURCHASE: JIM ABNER AT METALWORKS PLUS/BK (859) 442-5666 � Ai1 ARCHITFCTURF ENGINFERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET I SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL CONSIJI_(AE1T: { REVISIONS', I NO. DAFE REMARKS ) 0 BURGER KIWI REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL COPYRIGHT (j 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2012.0371 DATE: 08-14-12 A80U EXTERIOR FINISH SCHEDULE NOTE NOT ALL FINISHES WILL NECESSARILY BE USED. I CHECKED: eB a ■ STRUCTURAL NOTES CODES AND STANDARDS 1 • WIND LOADS AS PER: A. FLORIDA BUILDING CODE 2010 EDITION, FOR A 140 MPH(ULT)/108 MPH(ASD) WIND SPEED, EXPOSURE B, 0.18 INTERNAL PRESSURE COEFFICIENT, 1.IMPRTANCE FACTOR, AND RISK CATEGORY II. B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 2010 EDITION. B. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/ 13TH EDITION, 3• ARCHITECTURAL AND MECHANICAL DRAWINGS: ■ A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B• REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT WORK IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS AND PROCEDURES PROVIDE NO LOADING GREATER THAN THE DESIGN LOADS LISTED ON ANY MEMBER. 4. SECTIONS AN DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN, 5• MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING AND PATIO GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE ■ LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S. 2-97 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202). B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. HVHZ SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE, C. CUSTOM (ONE OF A KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED BY AN APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES. D. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE, E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEI CONSTRUCTION) AISC ASD/ 9TH EDITION OR L RFD 3RD EDITION. MASONRY 1• GROUT SHALL BE A HIGH SLUMP MIX A. IN ACCORDANCE WITH ASTM SPECIFICATION C476 B. HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI I STEEL ■ 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AN ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. CONFORM TO: STRUCTURAL STEEL SHALL A. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES 2. ALL SHOP AND FIELD WELDING SHALL BE PE LDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETYED By 'S STANDARD QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. 3. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. 4. EQUIPMENT SUPPORTS: PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DECKING. I WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 199 OR LESS, STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 2• ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT PERMITTED. BE 4• PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH A BE STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREADED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. STENERS 8695 NO ELECTROGALVANIZED FA SHALL HAVE A CLASS RATING PER ASTM LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 5. PLYWOOD SHEATHING: A. WALL: Use 15/32" APA 32/16 RATED, EXP. 1, PLYWOOD SHEATHING OR 7/16" O.S.B. SHEATHING. B. ROOF: Use 19/32" 40/20 RATED, EXP. 1, PLYWOOD SHEATHING. C. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS. USE 8'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS. D. SEE FRAMING PLANS FOR DIAPHRAGM NAILING TYPE, SIZE, SPACING AND LOCATIONS. LOAD BEARING STRUCTURAL STUDS 1 • ALL STEEL STUDS TO BE HOT -DIPPED GALVANIZED (G 60) PER ASTM A525. STEEL STUDS SHALL BE DESIGNED, MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE LATEST AISI SPECIFICATIONS AND SHALL COMPLY WITH ASTM A446, A570 OR A611 (FY=40 KSI), (FY=33 KSI FOR RUNNERS ONLY). FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE: A. RECOMMENDATIONS ON SOILS AND FOUNDATIONS INVESTIGATION PREPARED BY AN APPROVED TESTING LABORATORY PRIOR TO FOUNDATION WORK. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2000 PSF. 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY N WRITINGRMUSTOILS INDICATEN THE BEFORE COMMENCINGUiTO SAFFI SPECIFIED SOIL BEARING PRESSURE. E_Y SUSTAIN 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW EXTERIOR FINISH GRADE. 6. EXCAVATION & BACKFILL: A. ALL EXCAVATION SHALL BE KEPT DRY. DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARDSAND AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES, 7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. DIMENSIONS' ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 1• CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSITHE FOLLOWING ® 028 DAYS.QUIREMENTS: B. SLUMPS SHALL BE 4" MINIMUM AND 6" MAXIMUM. C. CONCRETE SHALL HAVE 2 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM E. WATER/CEMENT RATIO OF 0.55. JOBSITE WATER SHALL NOT BE ADDED. 3• ALL CONCRETE WORK SHALL COMPLY lid-prI THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 2008 EDITION), THE ACI DETAJUNG MANUAL (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5• CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL COMPLY MTH ASTM A 185 UNLESS OTHERWISE SPECIFIED. PLACE' FABRIC 2- CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT S-0- O.C. 7• REQUIREMENTS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORIa11•iG TO ASTM DESIGNATION A 615 GRADE 60. a x ROOF COMPONENTS AND WIND PRESSURE (PSF) CLADDING -EXP. 6-140 MPH ULT WIND SPEED EFFECTIVE WIND AREA (SQ. FT.) ROOF AREA 10 20 � +14.3/-35.3 +13.4/-34.4 2 +14.3/-59.2 3 +14.3/-89.0 50 +12.3/-33-2+12.3/-53.5 +13-4/-52.9 +12.3/-44.5 +13.4/-73.8 100 +11.4/-38.2 IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 20' ROOF ANGLE 0- 1. WIND DESIGN PER MC -2010 2• +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3• WALL DISTANCE A ; 5 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE NAND AREA PLAN DOOR &WINDOW WIND PRESSUREPSF COMPONENTS AND CLADDING -EXP, g-140 MPH(ULT MN SIZE OF WALL D FEED OPENING (SQ. FT.) WALL AREA to 4 5 +35.3/-38.2 20 +33.7 +35.3/-47.2 50/-36.7 +3.7/-44.0 +31.6/-34.6 3 100 +31.6/-3g.g +30.0%33.0 +30,036.7 IMPORTAIICE FACTOR 1.0 MEAN ROOF HI7C�-iT 20' 1• WIND DESIGN PER BC -2010 2. +: INDICATES 'i&10 PRESSURE INDICATES W10 SUCTION 3• WALL DISTAIIC£ A = 5 FT (COMPONENTS ALIO CLADDING) 4. FOR AL! CIPEIIUIGS BETWEEN THOSE INTERPOLATED. eE � LOAD MAY BE LOAD AS �' OTriERWISE USE THE WALL ASSOCIATED WITH THE LOWER EIWIG AP --,A, - �7 (WALLS NQ AND '�U ���ULE SCREW SIZE AND POOP) NAIL SPACING #10 Tic6 ZONE 0 ED%S, 12" 0 INTERML-UAT£ SUPPORTS #10 TEK 64 0 ESS, 12" 0 INTERN ROOF E,OlATE SUPPORTS WALL DESIGN LOAD SCHEDULE (AL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) COMPONENT 0 O O SYSTEM 120 TOTAL DEAD LOAD TOTAL LIVE I OAD 20 TOTAL LOAD 20 40 ARCHITECTURE ENGINEERING INTERIOR DIBIGN PROJECT MANAGEME=NT AA 0034?0 CA 8660 604 COURTLgND STREET ORIANDO, FLO SUITE 100 RIDA 32804 PH 407,645 5008 FX 407,629"9124 9124 SEAL ��,111111!/// _ -u: ,;3 BJA��,,li�NSffIV \p\F ■ FL • 58683 I�1 CONSULTANT: 1673 LAKE BALDWIN ANE ORANDO, FLORIDA 32814 PH, (407) 252-4225 PROJECT # IP 12-13 REVISIONS: NO. DATE REMARKS � E1i 1 BURGER KIS REMODEL 9K-9975 301 TOWNE CENTER BOULEVARD SANFORD, FL ■ --- ■ COPYRIGHT © 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012,0371 DATE: 08-14-12 mil m - m m STRUCTURAL NOTES WIND PRESSURE (PSF) CLADDING -EXP. B-140 MPH ULT WIND SPEED CODES AND STANDARDS WOOD 1. WIND LOADS AS PER: 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE A. FLORIDA BUILDING CODE 2010 EDITION, FOR A 140 MPH(ULT)/108 MPH(ASD) 3 CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND WIND SPEED, EXPOSURE B, 0.18 INTERNAL PRESSURE COEFFICIENT, 1.0 IMPORTANCE +14.3/-35.3 UNDER TARPS WITH PROPER AIR CIRCULATION. FACTOR, AND RISK CATEGORY II. 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. +13.4/-52.9 EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: DESIGN SPECIFICATION (NDS) (LATEST EDITION). A. FLORIDA BUILDING CODE 2010 EDITION. 3. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL +11.4/-32.3 BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS B. SPECIFICATION FOR THE DESIGN, FABRICATION &ERECTION OF SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONSTRUCTION) AISC ASD/ 13TH EDITION. CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: 4. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION IN CONTACT WITH PRESSURE TREADED LUMBER SHALL BE GALVANIZED WITH A REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE TOTAL DEAD LOAD RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS C GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, GENERALHAL USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND ELECTRICAL DRAWINGS AND COORDINATE THE AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL SHALL HAVE A CLASS RATING PER ASTM 8695 NO LESS THAN 55. ALUMINUM DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS 5. PLYWOOD SHEATHING: FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS A. WALL: Use 15/32" APA 32/16 RATED, EXP. 1, PLYWOOD SHEATHING OR SETTINGS, DRAINS, REGL ETS, ETC. 40 7/16" O.S.B. SHEATHING. B. ROOF: Use 19/32" 40/20 RATED, EXP. 1, PLYWOOD SHEATHING. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE C. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE USE 8'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S EDGES AND END JOINTS. FAILURE TO COMPLY WITH THIS REQUIREMENT. D. SEE FRAMING PLANS FOR DIAPHRAGM NAILING TYPE, SIZE, SPACING AND D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LOCATIONS. ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. LOAD BEARING STRUCTURAL STUDS E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN 1. ALL STEEL STUDS TO BE HOT -DIPPED GALVANIZED G 60 PER ASTM A525. D LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL AND R SHALL FULLY BRACE AND OTHERWISE PROTECT WORK CONTRACTOR STEEL STUDS SHALL BE DESIGNED, MANUFACTURED INSTALLED IN ACCORDANCE IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE WITH THE LATEST AISI SPECIFICATIONS AND SHALL COMPLY WITH ASTM A446, A570 GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS OR A611 (FY=40 KSI), (FY=33 KSI FOR RUNNERS ONLY). AND PROCEDURES PROVIDE NO LOADING GREATER THAN THE DESIGN LOADS LISTED ON ANY MEMBER. 4. SECTIONS AND DETAILS: FOUNDATION ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS STRICT ACCORDANCE WITH THE: ELSEWHERE UNLESS OTHERWISE SHOWN. A. RECOMMENDATIONS ON SOILS AND FOUNDATIONS INVESTIGATION PREPARED BY AN APPROVED TESTING LABORATORY PRIOR TO 5. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: OWS: FOUNDATION WORK. A. EXTERIOR WINDOWS, SLIDING AND PATIO CLASS DOORS SHALL BE TESTED 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. m PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION 3. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE SUPPORTING 2000 PSF. NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY OF ONE OF THE FOLLOWING SPECIFICATIONS: A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL ANSI/AAMA/NWWDA 101/I.S. 2-97 OR TAS 202 (HVHZ SHALL COMPLY WITH IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. TAS 202). 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY EXTERIOR FINISH GRADE. IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED 6. EXCAVATION & BACKFILL: DESIGN PRESSURE LOAD, THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST HVHZ SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED LOADING, ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT INOPERABLE. OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. C. CUSTOM ONE OF A KIND EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED ( ) 7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. BY AN APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES. 8. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE D. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE NOT SPECIFIED BY THE FENSTRATION MANUFACTURER SHALL PROVIDE EQUAL OR PROCEEDING WITH ANY WORK. GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE, E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF CONCRETE STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/ 9TH EDITION OR LRFD 3RD EDITION. 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI MASONRY ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE. 1. GROUT SHALL BE A HIGH SLUMP MIX 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. IN ACCORDANCE WITH ASTM SPECIFICATION C476 A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS. B. HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI B. SLUMPS SHALL BE 4" MINIMUM AND 6" MAXIMUM. C. CONCRETE SHALL HAVE 2 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. STEEL E. JOBSITE WATER SHALL NOT BE ADDED. m 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL ACI BUILDING CODE (ACI 318/ 2008 EDITION), THE ACI DETAILING MANUAL CONFORM TO: (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). A. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS TO ANY FABRICATION. QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK ACI SPECIFICATIONS, REQUIRED. 6. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN 3. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 7. REQUIREMENTS: 4. EQUIPMENT SUPPORTS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED GRADE 60. FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DECKING. m m ROOF COMPONENTS AND WIND PRESSURE (PSF) CLADDING -EXP. B-140 MPH ULT WIND SPEED EFFECTIVE WIND AREA (SQ. FT.) 10 +35.3/-38.2 +35.3/-47.2 ROOF AREA +33.7/-36.7 +33.7/-44.0 1 2 3 10 +30.0/-33.0 +30.0/-36.7 +14.3/-35.3 +14.3/-59.2 +14.3/-89.0 20 +13.4/-34.4 +13.4/-52.9 +13.4/-73.8 50 +12.3/-33.2 +12.3/-44.5 +12.3/-53.5 100 +11.4/-32.3 +11.4/-38.2 +11.4/-38.2 IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 20' ROOF ANGLE 0' XV- 1. WIND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 5 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA PLAN DOOR & WINDOW WIND PRESSURE (PSF) COMPONENTS AND CLADDING -EXP. B-140 MPH ULT WIND SPEED SIZE OF WALL OPENING (SQ. FT.) WALL AREA 4 5 10 +35.3/-38.2 +35.3/-47.2 20 +33.7/-36.7 +33.7/-44.0 50 +31.6/-34.6 +31.6/-39.8 100 +30.0/-33.0 +30.0/-36.7 20 IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 20' 1. WIND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 5 FT (COMPONENTS AND CLADDING) 4. FOR WALL OPENINGS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER WALL OPENING AREA. WALL ELEVATION PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) SCREW SIZE NAIL SPACING ZONE #10 TEK 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS ROOF #10 TEK 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS WALL m a - m DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) W COMPONENT 0 SYSTEM 20 TOTAL DEAD LOAD 20 TOTAL LIVE LOAD 20 TOTAL LOAD 40 a r - I ARCHITECTURE ENGINEFRING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTI_AND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 SEAL; ��wt�111 Irl 1 f /�77� BJA kLli A, pu`NI. P.E. FL. 5868.3 CONSULTANT: 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT # IP 12-13 REVISIONS: NO, DATE REMARKS BURGER KIIN REMODEL BK -9975 301 TOWNE CENTER BOULEVARD SANFORD, FL COPYRIGHT © 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2012.0371 DATE: 08-14-12 Som STRUCTURAL NOTES I CHECKED: a I m ',1 ■ E F-1 ■ m 0 d FOOTING SCHEDULE MARK SIZE REINFORCING MF36 3'-0" X 3'-0" X 18" (4) #5 E.W. BOTTOM NEW FOUNDATION PLAN 1/411 = 1 1.011 NOTES: 1.) TOP OF EXISTING SLAB = 0'-0", FIELD VERIFY. 0'-0" IS FOR REFERENCE ONLY, SEE CIVL FOR TRUE NGVD ELEVATION. 2.) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 3.) SEE ARCH. AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE ARCH. FOR SLOPES AND RECESSES. 5.) ® INDICATES NEW 6"-18GA. METAL STUDS AT 16" O.C. IT INDICATES NEW 3 5/8"-18GA. METAL STUDS. 6.) WP -1 DENOTES NEW 6X6 WOOD POST, USE SIMSPON ABU66 POST BASE. 7.) MF-# DENOTES MONOLITHIC CONCRETE FOOTING, SEE SCHEDULE ON THIS SHEET. ■ I■ O NORTH ■ CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES BETWEEN CONSTRUCTION DRAWINGS AND FIELD VERIFIED SITE CONDITIONS AND DIMENSIONS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407,629.9124 SEAL 6JAf�y� (�I,F�RSEFI, P.E. FL. 58683 0 0 CONSUCfANT: 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT # IP] 2-13 REVISIONS: NO. DATE REMARKS N ui I1 0 COPYRIGHT o 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENT; TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WER PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS AF PROHIBITED. PROJECT NO: 2012.0371 DATE: 08-14-12 F IS tfmk ■ NEW FOUNDATION PLAN CHECKED: m ■ = 20'-0" E 0 I I I I I 1 S S3.1 I I I I I I I I I = 20'-0" 1. T NEW PARAPET I_ SIM. 53.1 m N ■ ■ ® lI I 72'-2" 4 2 SIM. NO WINDOW 4 53.1 = 20'-0" S3.2 S3.1 S3.2 T NEW PARAPET --------------- ---------------------- --------- T NE PARAPET I I S3. 2i I I 15'-6" - 18'-0" T NEW PARAPET I I T/NEW PARAPET I I I'I IJ 1'I I'!III I IIi I I�I 11 I I � I I I I I I I i 15'-6„ T NEW PARAPET I - - - - 2 S3.1 I - - -- - - - - - ------------------------------------------------� 20'-0" 2 T/NEW PARAPET S3.2 = 15'-6" T EXIST. PARAPET NEW ROOF FRAMING PLAN ROOF FRAMING NOTES: 1.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 2.) SEE ARCH FOR EXTENTS OF ROOF AND FRAMING TO BE DEMOLISHED. 3.) DENOTES NEW PARAPET EXTENSION, SEE SECTIONS. 4.) ,'/j ,; ' DENOTES NEW METAL STUDS KICKERS OVER EXISTING WOOD TRUSSES, SEE SECTIONS. 5.) ATTACH WOOD HEADERS TO POST W/ SIMPSON CCQ COLUMN CAP AND ATTACH TO DBL WALL STUDS W/ (2) SIMPSON MTS16 STRAPS 114" = ]'-o" NOTE: VERIFY W/ ARCH. DRAWINGS ALL TOP OF PARAPET ELEVATIONS AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. NOTE: VERIFY W/ ARCH. DRAWINGS ALL WALL OPENING SIZES AND LOCATIONS AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. = 16'-6" ET = 15'-6" T EXIST. O NORTH ET CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES BETWEEN CONSTRUCTION DRAWINGS AND FIELD VERIFIED SITE CONDITIONS AND DIMENSIONS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 i SEAL No 'e 0�f- i 7��1111111��� BJARNE MADSEN, P.E. FL. 58683 CONSULTANT: 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH, (407) 252-4225 PROJECT # IP] 2-13 REVISIONS: NO. DALE REMARKS BURGER KIN a REMODEL BK -9975 301 TOWNE CENTER BOULEVARD I, SANFORD, FL 1 COPYRIGHT © 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2012,0371 DATE: 08-1412 ............. .... .. ... ... .. .. ..... . ... ... ......... ..... .. .. ... ...... ....._ L 1 - .. _ ...... I . . f ............ ... ... I. ............ ..... I I . ...... ... ................ : II.........L........... . . ...,.._........ 1 •• . s• : .... ....... ... .......... ........ ... .... .... I gXISTINGI P.E. W�OD TRI SSES, �IELD ARIFY 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 IJ 1'I I'!III I IIi I I�I 11 I I � I I I I I I I i 15'-6„ T NEW PARAPET I - - - - 2 S3.1 I - - -- - - - - - ------------------------------------------------� 20'-0" 2 T/NEW PARAPET S3.2 = 15'-6" T EXIST. PARAPET NEW ROOF FRAMING PLAN ROOF FRAMING NOTES: 1.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 2.) SEE ARCH FOR EXTENTS OF ROOF AND FRAMING TO BE DEMOLISHED. 3.) DENOTES NEW PARAPET EXTENSION, SEE SECTIONS. 4.) ,'/j ,; ' DENOTES NEW METAL STUDS KICKERS OVER EXISTING WOOD TRUSSES, SEE SECTIONS. 5.) ATTACH WOOD HEADERS TO POST W/ SIMPSON CCQ COLUMN CAP AND ATTACH TO DBL WALL STUDS W/ (2) SIMPSON MTS16 STRAPS 114" = ]'-o" NOTE: VERIFY W/ ARCH. DRAWINGS ALL TOP OF PARAPET ELEVATIONS AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. NOTE: VERIFY W/ ARCH. DRAWINGS ALL WALL OPENING SIZES AND LOCATIONS AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. = 16'-6" ET = 15'-6" T EXIST. O NORTH ET CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES BETWEEN CONSTRUCTION DRAWINGS AND FIELD VERIFIED SITE CONDITIONS AND DIMENSIONS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629.9124 i SEAL No 'e 0�f- i 7��1111111��� BJARNE MADSEN, P.E. FL. 58683 CONSULTANT: 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH, (407) 252-4225 PROJECT # IP] 2-13 REVISIONS: NO. DALE REMARKS BURGER KIN a REMODEL BK -9975 301 TOWNE CENTER BOULEVARD I, SANFORD, FL 1 COPYRIGHT © 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2012,0371 DATE: 08-1412 a ■ ■ ■ (4)#10 TEK S�-"'— (4)#1 0 (4)#10 TEK SCf NEW 6"-180A. STUDS AT 16" 7/16" PLYWOOD W/#10 TEK SCRI 6" O.C. EDGES 12" O.C. INFIELD 18GA. CONT. TRj ATTACHED TO E W/(1)#10 TEK S, EA. SIDE AND TI W/ 3/16"0 LAG AT 8" O.C. 16GA. CLIP ANGI (4) 10d NAILS A #10 TEK SCREW,' (2)2X8 WOOD BL W/(4) 1/2-0 LAC (2)2X8 WOOD BL, W/(4) 1/2-0 LAC 18GA. CONT. TRi ATTACHED TO Eo W/(1)#10 TEK Sl EA. SIDE, TYP. 10d NAILS 0 8" AT TOP AND BOl CHORD G/11JIIIVIi I.VIVI.Rr Ir FOOTING SECT101V 3/4" = 1'-0" 53.1 (ACHED 3/16"0 10 TEK SCREWS TRUSS 5 AT :INF. AND TRUSS ).C., TYP. 18GA. CONT. TRACK. — ATTACHED TO EA. STUD W/(1)#10 TEK SCREW EA. SIDE, TYP. (4)#10 TEK SCREWS, TYP. NEW 6"-18GA. METAL —\ STUDS AT 16" O.C. 7/16" PLYWOOD ATTACH W/#10 TEK SCREWS AT 6" O.C. EDGES AND AT 12" O.C. INFIELD, TYP. 18GA. CONT. TRACK. ATTACHED TO EA. STUD W/(1)#10 TEK SCREW EA. SIDE AND TO WOOD W/ 3/16"0 LAG SCREWS AT EACH TRUSS FILL BRICK SILL IF EXISTING WITH NEW CONCRETE TO MATCH EXISTING CONCRETE SLAB C ob T NEW PARAPET SEE PLAN 3 5/8"-18GA. DIAGONAL METAL STUDS AT 16" O.C. -18GA. CLIP ANGLE ATTACHED TO WOOD PLATE W/(2) 3/16"0 LAGSCREWS AND (4)#10 TEK SCREWS TO EA. BRACE (2)2X8 ATTACHED TO TRUSS W/(2) 3/16"0 LAG SCREWS AT 8" O.C. `—EXISTING WOOD TRUSSES FIELD VERIFY. EXISTING WOOD GIRDER TRUSS, FIELD VERIFY. EXISTING TOP PLATE, FIELD VERIFY EXISTING WINDOW EXISTING WOOD STUDS, FIELD VERIFY EXISTING CONCRETE SLAB —EXISTING CONCRETE FOOTING SECTION 2 3/4" = 1!—O!' S3.1 C (4)#10 TEK SCREWS, TYP. + + NEW 6"-180A. METAL STUDS AT 16" O.C. i J STUDS 3-5/8" AT 118GA.60•C ETAL , (4)#10 TEK SCREWS, TYP. 7/16" PLYWOOD ATTACHED W/#10 TEK SCREWS AT 6" O.C. EDGES AND AT 12" O.C. INFIELD, TYP. 16GA. CLIP ANGLE W/ (4) 10d NAILS AND (4) #10 TEK SCREWS(TYP) (2)2X8 WOOD BLOCKING ++ + W/(4) 1/2-0 LAG SCREwS� 180A. CONT. TRACK. ATTACHED TO EA. STUD W/(1)#10 TEK SCREW EA. SIDE AND TO WOOD W/ 3/16"0 LAG SCREWS AT EACH TRUSS 16GA. CLIP/ANGLE W/ - (4) 10d NAILS AND (4) #10 TE�< SCREWS(TYP) 18GA. CONT. TRACK. ATTACHED TO EA. S W/(1)#10 TEK SCR.O:. EA. SIDE, TYP. T NEW PARAPET SEE PLAN EXISTING WOOD GIRDER TRUSS, FIELD VERIFY. EXISTING TOP PLATE, FIELD VERIFY EXISTING WOOD STUDS, FIELD VERIFY 3/16"0 LAG SCREWS ® 8" O.C. PROVIDE WOOD FILLER AS REQ'D (TYP) -EXISTING WINDOW EXISTING WOOD STUDS, FIELD VERIFY 6"-18GA. DIAGONAL METAL STUDS AT 16" O.C. 18GA. CLIP ANGLE ATTACHED TO WOOD PLATE W/(4) 3/16"0 LAGSCREWS AND (4)#10 TEK SCREWS TO EA. BRACE (2)2X8 ATTACHED TO TRUSS W/(2) 3/16"0 LACI SCREWS AT 8" 0. C. EXISTING WOOD TRUSSES FIELD VERIFY. EXISTING CONCRETE SLAB EXISTING CONCRETE FOOTING SECTION 0 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTIAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL; /0.e% 3 j y., l y L` \\\1 3JArzN ,1yU1���S�(�j' P.E. FL 5 683 CONSULTANT; r sari<t�r•� 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT # IPI 2-13 REVISIONS: NO. DATE REMARKS BURGER KING REMODEL BK -9975 301 TOWNF_ CENTER BOULEVARD SANFORD, FL y COPYRIGHT (() 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2012,0371 DATE; 08-14-12 %3# 3 STRUCTURAL SECTIONS CHECKED: n (4)#10 TEK NEW 6"-18 STUDS AT 3-5/8" — STUDS AT 1 (4)#10 TEK 7/16" PLYWC W/#10 TEK 6" O.C. EDGE 12" O.C. INFI 18GA. CONI ATTACHED W/(1)#10 T EA. SIDE AI W/ 3/16.0 AT EACH TI n 18GA. CO ATTACHE[ W/(1)#10 EA. SIDE, ■ 9 ■ CAIJ 11M.7 VVIVIJRG I r FOOTI N G SEc-nON 3/4" = l' -O" �.2 (4)#10 TEK SCREWS, " (4)#10 TEK SCREWS, NEW 6"-18GA. METAL STUDS AT 16" O.C. 7/16" PLYWOOD ATTA W/#10 TEK SCREWS / METAL 6" O.C. EDGES AND A 12" O.C. INFIELD, TYP ATTACHED �(4) 3/16"0 )#10 TEK ACE 16GA. CLIP ANGLE W/ (4) 10d NAILS AND (, '0 TRUSS #10 TEK SCREWS(TYP, SCREWS AT (2)2X8 WOOD BLOCKIN W/(4) 1/2-0 LAG SCR 16GA. CLIP ANGLE A (4) 10d NAILS AND #10 TEK SCREWS(TYI (2)2X8 WOOD BLOCKI W/(4) 1/2-0 LAG SC 18GA. CONT. TRACK. ATTACHED TO EA. ST W/(1)#10 TEK SCREW EA. SIDE, TYP. GA13 1INU t-%JlN d%L I C FOOTING SECTION 2 3/4" = 1'-0"S3.2 ■ (4)#10 TEK 7/16" PLYWI W/#10 TEK 6" O.C. EDG 12" O.C. INF NEW 6"-18C STUDS AT 1 (2)2X8 WOO W/(4) 1/2"1 18GA. CONT. ATTACHED TI W/(1)#10 TO EA. SIDE ANI W/ (2)3/16" AT EACH TRS 16GA. CLIP (4) 10d SNP #10 T'K' S( i I (2)2X8 WO( W/(4) 1/2" 18GA. CONI ATTACHED W/(1)#10 T EA. SIDE, T TRUSSES N 3/4" = l' -0"S3.2 z a isZ CRETE -I / SEE PLAN CAIJ 111`1 V I.VIV 4f�C I C. FOOTING WOOD POST, SEE PLAN SIMPSON ABU, SEE PLAN ECTION 3/4" = l'-0" ��.2 SEE PLAN FOR SLAB DESIGNATION SEE PLAN T.O. SLAB CONCRETE FOOTING (SEE PLAN) Ll ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629,9124 SEAL; No IF BJXRf\},I1w, "'W F, L. FL. 5683 CONSULTANT. 1673 LAKE BALDWIN ANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT # IPI 2-13 REVISIONS; NO. DME REMARKS COPYRIGHT (c) 2012 INTERPAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO; 2012,0371 DATE: 08-14-12 S3'Z STRUCTURAL SECTIONS CHECKED: ^ m UU��K��U���� �U��U0U�� �������� LIGHTING UU��U����u� U���KK~v� _ KEYED NO –El^S 1 ALL LIGHTING FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. NEW PENDANT FIXTURE, ROUT[ VIA SWITCH BANK AND 1p2O AMP SWITCH CONTRACTOR SHALL REVIEW SPECIAL REQUIREMENT SCHEDULE ON INDEX SHEET. \D MARKED "PENDANTS". CONNECT TO CIRCUIT 30 PANEL A. CONTRACTOR SHALL 2. ALL ENCLOSED FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH PROVIDE APPROPRIATE BREAKER SIZE AND LOAD. FIELD VERIFY PRIOR TO BID. ELECTRONIC BALLAST AND 0CTRON BULBS. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. C0NTRACTOR SHALL FUKNl�M AND INSTALL [N–L{NE FUS[ HOLDER AND FU5E5lN ALL W. G. C2 – FIXTURES ARE N[YY AND REPLACE EXISTING. ALL BALLASTED LIGHTING FIXTURES.� � � \__/ RE—CONNECT TO EXISTING CIRCUITS. 1 DO 4. CONTRACT0K SH�LL CHECK AND YER[FY F(X[URE 0U�NTlTY AND NAKE PR0PER ' ADJUSTMENTS FOR ANY CHANCES IN PLAN SHOWN DUE TO ADDITIONAL ILLUMINATED PARAPET LIGHT ON TOP OF PARAPET. REFER TO EXTERIOR m .......... REQUIREMENTS SUCH �5 SIDE VE�TlBUL[S. LOCAL CODES, ETC. \�/ ELEVATIONS. CONNECT NEW PARAPET LIGHTING TO EXISTING CIRCUIT, FIELD i NOT USED. VERIFY LOCATION OF EXISTING JUNCTION BOXES. 6. BALLASTS FOR FLV0KLSC[NT FIXTURES SHALL BE TYPE 'P' WITH MlNlWUNP0WER MBy DIGITAL MENU BOARD RECEPTACLE, CONTRACTOR |3 T0 LOCATE AND IS Ej FACTOR 0F 90%. BALLASTS FOR SOFFIT LIGHTING SHALL BE RATED 50'F FOR �4> REUSE EXISTING SIGN CIRCUIT SERVING THIS AREA AND PROVIDE CONNECTION ANDit 20 –20^F 0R ZONE k ZONE AlONE [. 0F FOR ZONES B.C' TO EUU|pMENT, CONTRACTOR SHALL PROVIDE APPROPRIATE BREAKER SIZE AND LAMPS TO BE M/O LOAD. FIELD VERIFY pK|0R TO BID. REPORT ANY DISCREPANCIES TO ENGINEER 7. �HENEVER �ppDCABLE THE lNCANOESCENT LlCHTlNC FIXTURE3 3HALL BE PRIOR TO C0N3TKUCT0N, Q kc20 FURNISHED WITH ENERGY EFFICIENT INCANDESCENT LAMPS. 201 NEW CHANDELIER F|XTURE, ROUTE VIA SWITCH BANK AND 11`28 AMP ��U���K�����U ���~�^�K��� \�^/r 3YY|TCM MARKED "CHANDELIERS". CONNECT TO CIRCUIT 28 PANEL A, »�v8_8�K�8���K. U�»_�KK�v� CONTRACTOR SHALL PROVIDE APPROPRIATE BREAKER SIZE AND LOAD. FIELD 20 – VERIFY PRIOR TO BID. REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION � A. LIGHT FIXTURE SPECIFICATIONS, REFER TO LIGHT FIXTURE SCHEDULE THIS 27 x') 0.8 CHANDELIERS 12 1 1 SHEET. EX|3J|NC USU[ FIXTURE TO REMAIN DINING ROOM PENDANTS B. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND \v� MOUNTING M[lGMT3 OF LIGHT FIXTURES. COORDINATE FIXTURE LOCATIONS WITH DECOR SUPPLIER. LOCATION OF EX|3[|N0 PANELS 90 C. ALL WORK AND MATERIALS SHALL BE BY THE ELECTRICAL CONTRACTOR, UNLESS |XTUR[ SCHEDULE FOR NEW WALL �GU FIXTURE OVER SIGN, KE[LK TO F,'2s'.3 2 NOTED OTHERWISE. ][NOR LIGHTS.INDUl[ EXACT SPEC. CONNECT TO THE NEAREST CIRCUIT FOR EX WHIPS,LIGHT L.M.T. WC CABLE ONLY PERMITTED CO IN CEILING AND WALLS, RIGID CONDUIT UNDER SLAB. .20 E. PR0VlDE J–BOXES AT LIGHT FIXTURES PER MANUFACTURERS REQUIREMENTS. (TYPICAL ALL L[CMT[N0 FIXTURES) F. WHERE TRUSSES ARE EXP0SE0, RUN ALL ELECTRICAL CONDUITS ABOVE THE B07T0W CHORD OF TRUSS. _~ _________����_���_�_��������_________�_____~______________C�����'�����^��� __ ________________________ _ ^ � ------- — —~-----------} F--- a m a LIGHT FIXTURE SCHEDULE BESA LIGHT "LUCIA" GARNET (6 PENDANT FIX DECORATIVE GLASS PENDANT LIGHT. B 6JC-169741-SN-LMPFL CU -24 PENDANTS TO BE CENTERED OVER TABLES PER DECOR DRAWINGS. COORDINATE LOCATION AND HERMITAGE -SECURITY BESA LIGHT "LUCIA" GARNET (6 PENDANT FIXTURE) HEIGHTS VARY: QUANTITY WITH DECOR SUPPLIER. 6JC-169741-SN-LMPFL LOWEST BOTTOM OF LIGHT: 6'-6" A.F.F. AT DINING TABLE RUUD BESA LIGHT "LUCIA" GARNET (6 PENDANT FIXTURE) GU -24 6'-8" A.F.F. AT SOFT SEATING 6" DIAMETER SURFACE MOUNTED CYUNlU�r6t9K. rc LSI FB38-MAO-LMPFL 26 CFL JUNCTION BOX (LOCATION VARIES HERMITAGE–SECURITY 5R41 SLSP5741 :16:CIFL6 CFLSTEM HERMITAGE–SECURITY R1420LW120/GFK14 (2)32 FL LSI CA-432–SD–'SSOIO–LM735–UE (4)32 FL 2x4 RECESSED FLUORLSCENT HERMITAGE–SECURITY R2440LWI20 (4)32 FL RUUD +J24RG0015 (4)32 FL LSI PGN18-432–FD-35010–LM735–UE (4)32 FL 20 RECESSED FLUORESCENT HERMITAGE–SECURITY RD4GSZAHBIE (4)32 FL (DINING ROOM DROPPED CEILING OPTION) G2 RUUD &24PG3014 (4)32 FL ORDER BLACK TRIM WITH BLACK CEILING AND MITE TRIM WITH HAZE CEILING. STONCO XlAFB232K2YF81E–SL1–WB63 (2) 32W T8 ACCENT LINEAL FLUORESCENT WALL WASH H OVER SIGN LSI SOV–RD-175–PSMH-73-120–WHT 175 MH 12x12 RECESSED SOFFIT LIGHT HERMITAGE–SECURITY 852-175MH–FTP–OW–Mi 175 MH LSI HIWS–FTW-150–CMH–F-120–MSV 150 MH SURFACE MOUNTED EXTERIOR WALL SCONCE HERMITAGE–SECURITY RWSC-175MH–UD–PS–MT 175 MH NOTE: RUUD SE9141& (SILVER) OR SE9140& (BLACK) SE9139& (RED) FIXTURES ARE TO MATCH STOREFRONT FRAMES ItX!::X SE5410–M (BRONZE) 100 MH LSI EG3-2-32–SSIO–WL–LM830–UE (2)32 FL WET LISTED 4'-0" FLUORESCENT UNDER CANOPY m LIGHT ARE TO BE INSTALLED POINTING DOWN, HERMITAGE–SECURITY 5F141SLSLUN42 (2)32 FL G.C. TO PROVIDE AND INSTALL BRACKETS AS 150 MH WALL MOUNTED SECUI;11 LSI RUUD P0615–M 175 MH EM LSI LES 6 100 M (2) 7,2 EMERGENCY LIGHT PE 6 PRX–R–U–W[3–WH–PR50–RI2 (2) 5.4 EXITAMERGENCY LIGHT LSI Iva HERMITAGE 14104567 NOTES: 1. NOT ALL LIGHT FIXTURE TYPES SHOWN ON SCHEDULE MAY BE USED ON THIS PROJECT. REFER TO LIGHTING PLAN FOR PROJECT SPECIFIC TYPES AND QUANTITIES. 2. PENDANT FIXTURES "B" MUST BE CENTERED OVER 'TABLE TOPS. COORDINATE WITH DECOR DRAWINGS. 4. CONTRACTOR TO NOTIFY LIGHTING SUPPLIER OF THE FOLLOWING: FIXTURE TYPES 'C' AND V WILL BE REQUIRED TO BE LENS AT THE LOCATIONS OVER THE SERVICE AREA AND OVER THE SELF–SERVE DRINK AREA. FIXTURE TYPE 'G2' WILL REQUIRE A LENS OR TUBE GUARD AT THOSE LOCATIONS. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 328U4 PH 407.645.5008 FX 407,629,9124 | NO. DATE nEmxxxx BURGER� ��K8U������ ��U��� ~°~=.���=°.� n�=.=~ U���������U ���~U��U� �U �K�U "~~~^°"~=��"�"= Bk -9976 301 TOVVNE CENTEQBOU[EVA SANFORD, FL � |....... _.... ....... ...... _....... ....... ....... ..... ..... ..... ~–_...... ....... ....... _....... ....... ....... ...... _....... ....... ...... _____� m COPYRIGHT @ 2012 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS FO THE ORIGINALSITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROJECT NO: 2012.03 71 DATE: 8-14-12 E; I m0 ELECTRICAL PLAN AND SCHEDULES