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2025-08-13_112388_letter-FeedbackCOVER SHEET/INDEX INTERIOR & EXTERIOR REMODEL S NORTH W E DXnNin NEXT *EN COOL P$LETTE 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE BEST WORKMANSHIP PRACTICES OF THE CONSTRUCTION TRADE. ARCHITECT RESERVES THE RIGHT TO REJECT A MATERIAL OF WORK, WHICH DOES NOT CONFORM TO THESE STANDARDS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND OTHER APPLICABLE LOCAL AND NATIONAL CODES. 3. ALL MATERIALS FURNISHED ON THE SITE SHALL BE NEW AND STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS. GENERAL CONTRACTOR SHALL KEEP THE SITE CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING THE CONSTRUCTION PERIOD. 4. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE SAFETY LAWS, RULES AND REGULATIONS ARE BEING OBSERVED. COMPLIANCE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND SERVICES TO INCLUDE BUT NOT LIMITED TO GENERAL CONSTRUCTION, ELECTRICAL, PLUMBING AND MECHANICAL WORK REQUIRED FOR COMPLETE AND OPERATIONAL JOB AS SHOWN AND/OR INDICATED ON THESE DRAWINGS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND ALL WORK PROVIDED BY SUBCONTRACTORS OF THE VARIOUS TRADES. 7. SUBSTITUTIONS OR "APPROVED EQUALS" PRODUCTS SHALL BE LISTED AND APPROVED BY ARCHITECT. ALL MATERIALS SHALL BE ORDERED IN TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. THE ARCHITECT SHALL BE PROVIDED WITH SAMPLES, SUBMITTALS, SHOP DRAWINGS, FOR FIXED AND OPERABLE HURRICANE SHUTTERS, MILLWORK, FIREPLACE, WINDOWS AND DOORS, AND TRUSSES, ETC. THE DRAWINGS ARE FOR CONSTRUCTION. THE DIMENSIONS MAY VARY DO TO THE CONSTRUCTION PROCESS AND FIELD CONDITIONS. ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION. 9. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS MAY VARY ON SITE DUE TO THE CONSTRUCTION PROCESS AND FIELD CONDITIONS. DRAWINGS ARE NOT TO BE SCALED IN THE FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE BEFORE PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DO COURSE AND COORDINATION. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LICENSES AND TAXES, RELATED TO WORK. 11. SURFACES TO BE PAINTED SHALL BE FILLED, SEALED AND SANDED AS REQUIRED. COLORS TO BE SELECTED BY THE ARCHITECT. FOUR TEST SAMPLES SHALL BE MADE, PRIOR TO EXECUTION OF WORK. THE ARCHITECT SHALL ALSO SELECT COLORS OF READY-BUILT PRODUCTS. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE THAT ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL DRAWINGS ARE EMPLOYED SIMULTANEOUSLY IN THE CONSTRUCTION OF THIS PROJECT. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 13. NO DEVIATIONS OF THESE PLANS ARE ALLOWED EXCEPT WITH WRITTEN CONSENT OF THE ARCHITECT. 14. BEFORE SUBMISSION OF BID, THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH THE EXISTING CONDITIONS. 15. LAWFUL AND PROPER DISPOSAL OF ALL WASTE MATERIAL SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 16. GENERAL CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS AND COORDINATE WITH THE OWNER THAT THE BUILDING IS SECURE AT ALL TIMES DURING THE CONSTRUCTION PERIOD. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH OWNER AND HIS SECURITY SERVICES PRIOR TO CONSTRUCTION START. 17. ANY DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH THE STRUCTURAL ENGINEERING REQUIREMENTS. REFER TO SHORING AND DEMOLITION PLANS ON THE STRUCTURAL SHEETS. SPECIAL CARE SHALL BE TAKEN DURING THE DEMOLITION AND CONSTRUCTION PERIOD, THAT NO DAMAGE WILL OCCUR TO ANYTHING IN EXISTING AREAS WHICH ARE INTENDED TO REMAIN. 18. GENERAL CONTRACTOR SHALL INSTALL A FIRST AID KIT AT JOB SITE IN A READILY ACCESSIBLE LOCATION. 19. CONTRACTOR SHALL PROVIDE 8"X 8" CONCRETE LINTEL OVER ALL OPENINGS NOT COVERED BY PROPER TIE BEAM OR OTHER HEADER. 20. ALL FIXED GLASS WINDOWS ARE TO HAVE SIZES VERIFIED IN THE FIELD. 21. ALL CEILING HEIGHTS ARE REFERENCED FROM NEAREST FINISH FLOOR ELEVATION. ALL BEARING ELEVATIONS ARE BASED ON 0'-0" (REFERENCED ELEVATION) 22. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 23. ALL PARTITIONS ARE DIMENSIONED FOR STUD FACE TO STUD FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "HOLD" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.O.N. AND MUST BE ACCURATELY MAINTAIN WITH A MINIMUM VARIATION OF 1/8". 24. DIMENSIONS MARKED + MEANS A TOLERANCE NOT GREATER OR SMALLER THAN 2" INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD. IN CASE OF CONFLICT NOTIFY ARCHITECT'S OFFICE FOR CLARIFICATION. 25. ALL DIMENSIONS TO THE EXTERIOR WINDOWS WALL ARE TO THE INSIDE FACE OF SILL U.O.N. 26. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 27. ALL WORK ERECTED AND PLUMBING INSTALLED SHALL BE LEVEL, SQUARE, AND TRUE AND IN PROPER ALIGNMENT. 28. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 29. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIERS LOCATIONS. 30. REFER TO POWER AND EQUIPMENT PLANS, AND REFLECTED CEILING PLANS FOR LOCATION OF SWITCHES, OUTLETS AND THE LIKE TO BE REMOVED, PATCH & REPAIR PARTITIONS TO MATCH ADJACENT SURFACE AND FINISH. 31. DIMENSIONS, LOCATING DOORS ARE TO BE INSIDE EDGE OF JAMB U.O.N. 32. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0" HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO FIRE TREATED. ABBREVIATION INDEX GRAPHIC SYMBOLS FURN.FURNITURE F.D. F.O. FT. FIN. FL. EXT. EXIST. EQ. ELEC. EQUIP. DWG. EA. EL. D.S. DR. DIM. DN. DISP. DIA. D.F. FLOOR DRAIN FOOT FACE OF FINISH FLOOR EQUIPMENT ELECTRICAL EXISTING EXTERIOR EQUAL DOWN SPOUT ELEVATION DRAWING EACH DOOR DIMENSION DISPENSER DIAMETER DRINKING FOUNTAIN DOWN CONST. DTL. DEPT. CONT. CONC. CM COL. CMU CLOS. CLG. BSMT. BOT. C.T. C.L. BTWN. BM. BLDG. ALT. APPROX. BD. CONC. MASONRY UNIT CONSTRUCTION DEPARTMENT CONCRETE CONTINUOUS DETAIL CONSTRUCTION MGR. COLUMN CEILING CLOSET BASEMENT CERAMIC TILE CENTER LINE BOTTOM BETWEEN APPROXIMATE ALTERNATE BEAM BUILDING BOARD A.F.F. ALUM. A/C A.D. @ & ALUMINUM AIR CONDITIONING ABOVE FINISH FLOOR AREA DRAIN AT AND COMBO DUNKIN'/BASKIN DUNKIN'/TOGO'S TOGO'S/BASKIN D.B.I.DUNKIN' BRANDS INC. C.S.CONSTRUCTION SPECIFICATIONS ON CENTER NOMINAL OVERALL NOT TO SCALE NUMBER OPENING OPTIONAL PROPERTY PLYWOOD PLUMBING PAINTED POLY VINYL CHLORIDE PER SQUARE INCH PER SQUARE FOOT PLASTIC LAMINATE OUTSIDE DIAMETER P.V.C. PTD. P.S.I. PR. PROP. P.S.F. PLYWD. PLUMB. PAIR OPT. PL. P.LAM. O.D. OPNG. PLATE N.T.S. O.C. O.A. NO. NOM. HOLLOW METAL HEADER GYPSUM BOARD HARDWOOD GALVANIZED INTERIOR INSULATION HORIZONTAL LAMINATE KITCHEN LAVATORY MANUFACTURER MAXIMUM MECHANICAL MASONRY MOUNTED MISCELLANEOUS MINIMUM NOT IN CONTRACT INSIDE DIAMETER MASONRY OPENINGM.O. MTD. N.I.C. MIN. MISC. MECH. MFR. MTL. MAX. MAS. METAL LAM. LT. LAV. KIT. JT. LIGHT JOINT I.D. INT. INSUL. HGT. HORIZ. HEIGHT GYP. BD. HDWD. H.M. HDR. GALV. GA.GAUGE 108 A B C D 1 A-12 A-7 2 A-9 ROOM NAME 108 SECTION NUMBER SHEET NUMBER SECTION DETAIL DETAIL NUMBER SHEET NUMBER DETAIL A DOOR MARK DOOR XXXXX KEY NOTE EQUIPMENT TAG XX-XX FINISHES ROOM FINISH NUMBER ROOM NUMBER 1 COLUMN REFERENCE GRIDS PARTITION TYPE INTERIOR ELEV. INDICATOR ELEV. NUMBER SHEET NUMBER KEY MAP PROJECT SUMMARY DUNKIN' & BASKIN ROBBINS DATA STACKING (TOTAL # OF VEHICLES) DRIVE THRU TIMER SYSTEM ESCAPE LANE 5 YES YES 8 19 X NO 19 TOP OF PLATET.O.P. VINYL WALL COVERING VINYL COMPOSITION BASE VINYL COMPOSITION TILE WELDED WIRE MESH WITHW/ WWM. WT. WD. W/O WP. W.C. WEIGHT WATERPROOFING WATER CLOSET WITHOUT WOOD T.O.SL. T.O.S. V.W.C. V.C.T. VERT. V.C.B. V.I.F. TYP. TRT. VERIFY IN FIELD VERTICAL TOP OF SLAB TOP OF STEEL TREATED TYPICAL SPECIFICATIONSPEC. THRU SUSP. STRUCT. TEL. THK. S.S. STL. STD. SQ. STRUCTURAL THROUGH SUSPENDED TELEPHONE THICK STANDARD STAINLESS STEEL SQUARE STEEL RESIL. REQ'D SCHED. S.F. SIM. SHT. SEC. R.O. RM. REV. SIMILAR SQUARE FOOT SCHEDULE SECTION SHEET ROUGH OPENING RESILIENT REQUIRED REVISION ROOM REINF. RAD. REF. R.A. QTY. Q.T. REINFORCING RADIUS DUNKIN' BRANDS REFRIGERATOR QUANTITY QUARRY TILE 1 A-1 A 2 3 INDEX OF DRAWINGS DESIGN CODES WALK IN FREEZER STORE DIMENSIONS: SEATING AREA / STANDING AREA WALK IN COOLER RESTROOMS KITCHEN PREP AREA/ OFFICE AREA SQ. FOOTAGE ACCESSIBLE ADA RESTROOMS REST ROOMS: NUMBER OF RESTROOMS TOTAL COOLER/ FREEZER COMBO TOTAL: PUBLIC ACCESS TO RESTROOMS 587.50 Sq.Ft. 1226.10 Sq. Ft. 207.00 Sq. Ft. 2,654.00 SQ. FT. 2 MENU BOARD SIZE (SINGLE, COMBO) CAR LENGTHS FROM MENU TO WINDOW YES/NO DRIVE-THRU: NUMBER OF DRIVE THRU WINDOWS 1 6 # OF SEATS # OF BARRIER FREE SEATING UNITS # OF TABLES TOTAL # OF SEATS SEATING: STAND UP COUNTERS (Y/N) YES IMAGE TYPE: YES YES SCOPE OF WORK: WINDOW XX WINDOW MARK GENERAL NOTES: DIGITAL SINGLE EXISTING 42.00 Sq.Ft. SERVICE AREA 455.80 Sq.Ft. 177.60 Sq. Ft 165.00 Sq. Ft. 2728 North Federal Hwy. Boynton Beach, Florida 33483 P C # 3 1 0 2 8 7 A-0.0 A5&+,7(&785A/)/25,'A%8,/',1*&2'()%&-WK(G.0 0(&+A1,&A/)/25,'A%8,/',1*&2'(0(&+A1,&A/0WK(G. (/(&75,&A/1)3A01A7,21A/(/(&75,&A/&2'(0 3/80%,1*&2'()/25,'A%8,/',1*&2'(3/80%,1*0WKHG. /,)(6A)(7<1)3A0/,)(6A)(7<&2'(0(',7,21 A&&(66,%,/,7<&2'()/25,'A%8,/',1*&2'(A&&(66,%,/,7<0WK.(G. ),5(35(9(17,21 ))3&WK.(GLWLRQ0&217A,167+(0(',7,212)%27+ 1)3A 1)3A0:)/25,'AA0(1'0(176)/25,'A A'0,1,675A7,9(&2'()A&)/25,'A67A7(67A787(. INTERIOR MODIFIC$TION6 ·EXI6TIN* P$RTITION :$LL6 $ND B$THROOM6 TO REM$IN. NE: INTERIOR FINI6HE6 $6 PER FLOOR FINI6H PL$N $ND INTERIOR ELE9$TION6. ·REPL$CE FLOORIN* IN FOH. FLOORIN* TILE IN BOH TO REM$IN. ·EXI6TIN* CEILIN* *RID, TILE6 $ND LI*HT FIXT8RE6 TO BE REMO9ED & REPL$CED :ITH NE: $6 PER DEMOLITION PL$N $ND REFLECTED CEILIN* PL$N. ·PL8MBIN* NE: E48IPMENT TO RECONNECT TO EXI6TIN* 6$NIT$R< & :$TER LINE6. ·ELECTRIC$L REPL$CE OR RELOC$TE ELECTRIC$L DE9ICE6 PER ELECTRIC$L PL$N6. ·MECH$NIC$L EXI6TIN* 68PPL< & RET8RN $IR D8CT6 TO REM$IN, REPL$CE $C *RILL6. · NE: HOOD T<PE II TO BE DEFERRED IN $ 6EP$R$TE PERMIT ·NE: C$BINET6 CO8NTER $ND E48IPMENT PER PROPO6ED FLOOR PL$N ·RELOC$TE L$9$TOR< IN RE6TROOM TO *ET $CCE66IBLE $D$. EXTERIOR $RCHITECT8R$L MODIFIC$TION6 ·648$RE OFF EXI6TIN* MONOLITH. ·EXTERIOR IL8MIN$TED 6I*N$*E TO BE DEFERRED IN $ 6EP$R$TE PERMIT ·6T8CCO DET$IL6 $ND P$INT ·DRI9E THR8 :INDO: TO RELOC$TE & REPL$CE :ITH NE: ·6E$LCO$T & RE6TRIPIN* EXI6TIN* P$R.IN* LOT. GENERAL NOTESA-GN.2 DUNKIN' FINISH SCHEDULEA-FS.1 DUNKIN' FINISH SCHEDULE SCHEDULE & DETAILSA-1.1 SITE PLANA-0.4 E-02 ELECTRICAL CEILING PLAN E-01 ELECTRICAL POWER PLAN AK-1 EQUIPMENT FLOOR PLAN TECHNOLOGY PLANE-03 E-04 TECHNOLOGY DETAILS ARCHITECTURAL MECHANICAL SET P-01 SANITARY & WATER PLAN PLUMBING ISOMETRICSP-02 P-03 SANITARY DETAILS E-05 ELECTRICAL PANEL SCHEDULE ELECTRICAL SET PLUMBING SET MECHANICAL FLOOR PLANM-01 COVER SHEET / INDEXA-0.0 REFLECTED CEILING PLAN RESPONSIBILITY MATRIXA-0.1 A-2 INTERIOR ELEVATIONS A-3 FLOOR PLAN, PLAN NOTESA-1 A-4 LIFE SAFETY PLANA-0.3 FLOOR FINISH PLAN DEMOLITION PLANA-0.2 A-5 A-6 ROOF PLAN RESTROOM ELEVATIONS AK-2 EQUIPMENT SCHEDULE GENERAL NOTESA-GN.1 GENERAL NOTESA-GN.6 GENERAL NOTESA-GN.5 A-FS.2 DUNKIN' FINISH SCHEDULEA-FS.3 DUNKIN' FINISH SCHEDULEA-FS.4 GENERAL NOTESA-GN.3 GENERAL NOTESA-GN.4 SITE PLAN DETAILSA-0.5 A-7 A-8 EXTERIOR DETAILS EXTERIOR ELEVATIONS REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - MECHANICAL ROOF PLANM-02 BUILDING COMMENTS 07.23.2025 - fm1 1 1 1 1 CODE SUMMARY OCCUPANCY CLASSIFICATION: BY FBC BUSINESS GROUP B BY NFPA MERCANTILE CONSTRUCTION TYPE TYPE II A SPRINKLERED NO FIRE ALARM YES LEVEL OF ALTERATION: N/A STORE AREA:2,654 SQ. FT. EXTERIOR AREA: 00 SQ. FT. EXTERIOR + INTERIOR AREA: 2,654 SQ. FT. OCCUPANT LOAD CALCULATIONS PREPARATION / SERVICE AREA 1177 S.F. / 200 = 5.9 PERSONS DINNING AREA SEATING 216 S.F. / 15 = 14.4 PERSONS STANDING SPACE 58 S.F. / 5 = 11.6 PERSONS CONFERENCE ROOM 00 S.F. / 100 = 0.0 PERSONS TOTAL : 32 PERSONS MEANS OF EGRESS REQUIRED PROVIDED No. OF EXITS (2020 FBC) 2 2 MAXIMUM DISTANCE TO EXITS REQUIRED PROVIDED 75'-0" 60'-4" APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED Planning & Zoning Division Project #: ___________________________MSPM - 2025.02.1138 August 13, 2025 Only architectural/ elevation changes being approved under this application. 1 FLOOR PLAN DEMOLITION 1/4" = 1'-0"NOTE: WALL LEGEND: 1. GENERAL CONTRACTOR TO DEMO EXISTING SPACE AS REQUIRED TO ACCOMMODATE ALL NEW CONSTRUCTION. 2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSPECT THE ENTIRE PROJECT SPACE PRIOR TO BID TO BECOME AWARE OF ALL THE TYPES OF MATERIALS AND QUANTITIES OF SUCH THAT WILL HAVE TO BE REMOVE. 3. THE GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE PROTECTION FOR ALL EXISTING ELEMENTS (PUBLIC HALLWAY) WHICH ARE ADJACENT TO THE CONSTRUCTION AREA. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE HANDLING AND DUMPING COSTS FOR THE REMOVAL OF ALL DEMOLISHED MATERIAL, TRASH AND REFUSE ACCUMULATED ON THE JOB SITE BY ALL SUBCONTRACTORS. THE G.C. IS RESPONSIBLE TO INSURE THAT THE SPACE AND ALL SURFACES ARE CLEAN UPON COMPLETITION OF THE WORK. ALL DEBRIS REMOVED DURING DEMOLITION SHALL BE DISPOSED OF IN A SAFE AND LEGAL MANNER. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING LIGHTING, HAVC EQUIPMENT, SPEAKERS, FIRE PROTECTION SYSTEMS, ELECTRICAL SYSTEM, SECURITY SYSTEM AND ALL OTHER EQUIPMENT. G.C. TO RELOCATE IF IN CONFLICT WITH NEW CONSTRUCTION. 6. GENERAL CONTRACTOR IS TO CONTACT THE CONST. MGR. FOR THE RESOLUTION OF ANY CONFLICTS OF INFORMATION ON DRAWINGS DURING DEMOLITION OR CONSTRUCTION DUE TO THE UNFORESEEN ELEMENTS. 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY PATCHING REQUIRED INSIDE & OUTSIDE OF THE CONSTRUCTION AREA, WHERE AFFECTED BY DEMOLITION. 8. COORDINATION OF THE LOCATION OF THE DUMPSTER USED FOR REMOVAL OR DEMOLISHED MATERIAL WITH STORE MANAGEMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 9. GENERAL CONTRACTOR TO COORDINATE WITH CONST. MGR. FOR THE STORAGE AND REUSE OF EXISTING MATERIALS AND FINISHES. 10. COMBUSTIBLE WASTE MATERIALS, DUST, AND DEBRIS SHALL BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATION. GENERAL NOTES: DEMOLITION PLAN 1.EXISTING FLOOR TILES IN SALES AREA, SEATING AREA AND RESTROOMS TO BE REMOVED AND REPLACED WITH NEW. ONLY EXCEPTION OCCURS IN STORES WITH EXISTING 2015 IMAGE FLOOR TILE (TAN COLOR); WHEN CONSIDERING KEEPING THE EXISTING FLOOR, TILE MUST BE REVIEWED AND APPROVED BY THE DBI CM FOR CONDITION TO MEET THE APPROVAL. NEW MILLWORK TO RECEIVE BASE PER THE CURRENT DBI SPEC (REFER TO MASTER FINISH SCHEDULE IN NEXT GEN PROTOTYPE SET). 2.EXISTING CEILING GRID TO BE REUSED WHENEVER POSSIBLE (TBD BY DBI CM OF PROJECT). IF THE EXISTING CEILING IS LOWER THAN 10'-0" A.F.F. AND APPROVAL IS GRANTED BY THE DBI CM, THE EXISTING CEILING TILES IN THE PUBLIC FRONT OF HOUSE AREA CAN REMAIN. STAINED/ DAMAGED TILES ARE TO BE REPLACED WITH MATCHING SPEC; G.C. TO CONFIRM MATCH IN ADVANCE OF THE PROJECT COMMENCEMENT. 3.WALK-IN FREEZER AND REFRIGERATOR TO REMAIN POWERED AND FUNCTIONAL THROUGHOUT DURATION OF PROJECT. 4.GC TO OBTAIN ALL CONSTRUCTION MATERIALS IN ADVANCE AND STORE WITHIN ONSITE STORAGE UNIT. MATERIALS WITHIN STORAGE UNIT ARE TO BE PACKED AND STAGED ACCORDING TO SEQUENCE OF PROJECT TO FACILITATE LOADING JOB. 5.EQUIPMENT SUPPLIER TO PLACE ALL NEW EQUIPMENT. 6.GENERAL CONTRACTOR TO PLACE ALL EXISTING EQUIPMENT AS INDICATED ON EQUIPMENT PLAN. 7.GENERAL CONTRACTOR TO MAKE ALL MECHANICAL, PLUMBING AND ELECTRICAL CONNECTIONS FOR ALL THE EQUIPMENT AS INDICATED ON EQUIPMENT PLAN. 8.GENERAL CONTRACTOR TO DISCONNECT ALL EXISTING EQUIPMENT AS REQUIRED PER SCOPE OF OUTLINED WORK, SHUTDOWNS MAY BE STAGED, UNLESS MAJOR ELECTRICAL OR PLUMBING WORK IS REQUIRED THAT COULD CAUSE DAMAGE TO EQUIPMENT THAT IS CONNECTED. 9.DEMO EXISTING MENU BOARD SOFFIT IF TOO SMALL TO ACCOMMODATE NEW MENU BOARD SYSTEM, GC TO CHECK EXISTING MENU BOARD SOFFIT FOIR PROPER SOLID PLYWOOD BLOCKING FOR THE NEW DIGITAL MENUBOARD SYSTEM. 10.GC TO COORDINATE PERMIT, APPROVALS, AND LOCATION OF DUMPSTER AND STORAGE UNIT PRIOR TO STORE CLOSING. 11.NOT USED. 12.CONTRACTOR SHALL FIELD VERIFY HOOD EXHAUST CONDITION AND SUITABILITY OF ADOPTING EXISTING OR REPLACE W/ NEW PER HOOD MANUFACTURE REQUIREMENTS AND CONFIRM WITH OWNER. 13.ALL DEMO SAFEGUARDING REQUIREMENTS WILL BE MEET PER NFPA 241 DEMOLITION NOTES S NORTH W E A-0.2 2 NOT USED 1/4" = 1'-0"NOTE:REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - BUILDING COMMENTS 07.23.2025 - fm1 9(67,%8/(HAND DRYERHAND DRYER MOP SINK *590A* Water Filtration System w/ Booster Pump See Note # 5Booster Pump 435APOT SINK424AHANDSINK41MINI RACKOVEN*535*3' x 8'FINISHING TABLE563ICE MACH.See Note # 65(029((;,67,1*'5,9(7+58 :,1'2:725(3/A&(:,7+1(: STORAGE Electrical Panels420E420E 561420A420E 561 561 420A420A 420A OFFICE420A420E 420B 420A420A%A&.2)+286(5(0A,1A6,6 5(029()/2257,/(:A//7,/('2256+A5':A5( 72,/(76*5A%%A56/A9A725,(6 0,55256. 5(029( .((3725(,167A//+A1''5<(56. 5(029((;,67. (48,30(17 5(029(A//6(A7,1* A5(A )851,785( 5(029((;,67,1*:A// 5(029((;,67,1*:A// 5(029((;,67.&(,/,1* 7,/(A1'/,*+7,1*.5(029()/225,1*7,/()5217 2)+286( 5(6752206 5(029(A//:A// ),1,6+(6 &29(56 5(029(A//:A// ),1,6+(6 &29(56 5(029(A//:A// ),1,6+(6 &29(56 5(029(A//:A// ),1,6+(6 &29(56 (;,67.62)),7 725(0A,1 5'-4"2'-11" 1'-5" (;,67.A//6725( )5217725(0A,1 (;,67.A//6725( )5217725(0A,1 (;,67.A//6725( )5217725(0A,1 1 LIFE SAFETY PLAN 1/4" = 1'-0"NOTE: LEGEND: NOTES: -ADDRESS NUMBERS ON/BY MAIN ENTRANCE DOORS AND REAR DOORS SHALL BE AS PR FLORIDA FIRE PREVENTION CODE NFPA 1 SECTION 10.1 (2020 EDITION) PREMISES IDENTIFICATION -INSTALLATION OF PORTABLE FIRE EXTINGUISHER DURING CONSTRUCTION TO MEET FLORIDA FIRE PREVENTION CODE NFPA 1 (2020 EDITION)AND NFPA 1141 SECTION 9.2 (2020 EDITION) REQUIREMENTS. -NO FLAMMABLE OR COMBUSTIBLE LIQUIDS WILL BE STORED, HANDLED OR USED ON THE CONSTRUCTION SITE -NO APPLIANCES TO PRODUCE GREASE LATENT VAPOR -OCCUPANCY DON'T HAVE FIRE ALARM -FRONT ENTRANCE SHOULD HAVE A MAXIMUM OCCUPANCY SIGNAGE (# PERSONS MAXIMUM OCCUPANCY ACCORDING OCCUPANT LOAD CALCULATION AT PROJECT SUMMARY SHEET CS-1). 2A 20BC FIRE EXTINGUISHER IN SEMI-RECESSED MOUNTED CABINET. PROVIDE SOLID DOOR WITH RED VERTICAL DIE CUT LETTERING. MOUNT TOP AT 48" TRAVEL DISTANCE TO EXIT MAX. DEAD-END DISTANCE COMMON PATH OF TRAVEL MEANS OF EGRESS ROUTE EMERGENCY LIGHT WITH BATTERY BACKUP EXIT / EMERGENCY LIGHT WITH BATTERY BACKUP 2 DD GREEN NOTES: NOTES: A-0.3 LIFE SAFETY PLANFIRE EXTINGUISHER INTERIOR FINISH CODE INTERIOR WALL & CEILING FINISH CLASSIFICATION: GROUP B NON SPRINKLERED ROOMS & ENCLOSED SPACES CLASS C. (ACCORDING FBC 803.11) INTERIOR FLOOR FINISH CLASSIFICATION: MINIMUM CLASS II IN GROUP B (ACCORDING FBC 804.4.2) FIRE SPRINKLERS NOTE: NO FIRE SPRINKLERS FE FE FIRE ALARM NOTE: NO FIRE ALARM REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - ADDRESS NUMBER NOTE: BUILDING WILL HAVE ADDRESS NUMBERS FACING THE STREET WITH A MINIMUM HEIGHT OF 6" IN ACCORDANCE WITH NFPA 1 - 10.11.1.1 BUILDING COMMENTS 07.23.2025 - fm1 1 1 EXIT SIGN NOTE: PROVIDE TACTILE EXIT SIGNS AT EACH EXIT DOOR OPENING WITH A LIGHTED EXIT SIGN IN ACCORDANCE WITH NFPA 101 - 7.10.1.3 1 - THE REPAIR / ALTERATION METHOD WILL BE ACCORDING 301.1.1 PRESCRIPTIVE COMPLIANCE METHOD: REPAIRS, ALTERATIONS COMPLYING WITH CHAPTER 4 FBC. - LISTED OCCUPANCY LOAD HAS NOT CHANGED FROM PREVIOUS. - NEW EXHAUST AND ROOF CURB FOR HOOD ARE EXISTING. - NEW HOOD TYPE II WILL BE DEFERRED IN A SEPARATED PERMIT. - NEW SIGNAGE WILL BE DEFERRED IN A SEPARATED PERMIT. - GREASE TRAP IS EXISTING AND REMAIN AS IS; NO UTILITIES WILL BE AFFECTED DURING REMODELING. PROJECT SUMMARY CODE SUMMARY OCCUPANCY CLASSIFICATION: BY FBC BUSINESS GROUP B BY NFPA MERCANTILE CONSTRUCTION TYPE TYPE II A SPRINKLERED NO FIRE ALARM YES LEVEL OF ALTERATION: N/A STORE AREA:2,654 SQ. FT. EXTERIOR AREA: 00 SQ. FT. EXTERIOR + INTERIOR AREA: 2,654 SQ. FT. OCCUPANT LOAD CALCULATIONS PREPARATION / SERVICE AREA 1177 S.F. / 200 = 5.9 PERSONS DINNING AREA SEATING 216 S.F. / 15 = 14.4 PERSONS STANDING SPACE 58 S.F. / 5 = 11.6 PERSONS CONFERENCE ROOM 00 S.F. / 100 = 0.0 PERSONS TOTAL : 32 PERSONS MEANS OF EGRESS REQUIRED PROVIDED No. OF EXITS (2020 FBC) 2 2 MAXIMUM DISTANCE TO EXITS REQUIRED PROVIDED 75'-0" 60'-4" 1 VESTIBULE ADA MEN BATHROOM ADA WOMEN BATHROOM Duke 94 (7'-10") 1 VDU, 1 PRINTER41WT-2 WT-2WT-2 WT-2 WT-2 WT-2WT-2 WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2WT-2 WT-2 WT-2 WT-2 WT-2 WT-2 WT-2 WT-2 WT-2 GO21*101Q-3*Cup LabelPrinter101G454196.4TEATRASH BELOW140A96.4TRASH BELOW*590A*435A424A41*535*563*980**9 8 0 **983**980*ADA Clearance412409CRELOCATE EXIST. DRIVE THRU WINDOW 32" TO THE LEFT & REPLACE WINDOW WITH NEW. SEE DETAIL #8 SHEET A-8ADA ClearanceSTORAGE *863*420E420E 561420A420E 561 561 420B420A 420A OFFICE 420B420A420E 420B 420A420ABACK OF HOUSE REMAIN AS IS TEMPRAHWHHOT WATERNOTE: IN RESTROOMS, REPLACE w/ NEW FLOOR TILE, WALL TILE, DOORS, HARDWARE, TOILETS, GRAB BAR, LAVATORIES & MIRROR. REMOVE, CLEAN & REINSTALL HAND DRYERS.2,654 Sq. Ft. IMAGE NEXT GEN COOL PALETTE 10"3'-61 2"200ARELOCATED TOILET & SINK NEW HOOD TYPE II DISTANCE=54'-2" EGRESS TRAVEL DISTANCE=60'-4" EGRESS TRAVEL DISTANCE=59'-2" EGRESS TRAVEL FE FE 32 PERSONS MAXIMUM OCCUPANCY SIGNAGE AT FRONT ENTRANCE 1) INDOOR AIR QUALITY MANAGEMENT: DURING CONSTRUCTION THE USE OF SMOKING/TOBACCO PRODUCTS THAT POLLUTE THE AIR INSIDE THE BUILDING SHALL BE PROHIBITED. IF THE HVAC SYSTEMS ARE USED DURING CONSTRUCTION ACTIVITIES TEMPORARY FILTRATION SHALL BE USED ON ALL RETURN AIR INTAKES AND FILTERS INSIDE THE UNIT SHALL BE REPLACED PRIOR TO BUILDING TURNOVER. CONSTRUCTION ACTIVITIES THAT PRODUCE DUST SHALL TAKE PLACE PRIOR TO HVAC USE AND EVERY EFFORT SHALL BE MADE TO DIRECT THESE ACTIVITIES TO THE OUTDOORS. MATERIALS THAT ARE ABSORPTIVE SHALL NOT BE BROUGHT ON-SITE UNTIL THE BUILDING IS SUFFICIENTLY DRIED IN AND SHALL BE ELEVATED FROM THE GROUND AND COVERED WHILE STORED ON-SITE. ALL INDOOR AIR QUALITY MANAGEMENT POLICIES SHALL BE PHOTOGRAPHED AT 25%, 50% & 75% PROJECT COMPLETION TO CONFIRM MEASURES WERE FOLLOWED. 2) RECYCLED MATERIAL USE: UTILIZE ALL PROTOTYPICAL BUILDING MATERIALS, WHICH HAVE BEEN SELECTED TO INCLUDE HIGH RECYCLED CONTENT. 3) CONSTRUCTION WASTE RECYCLING: DURING CONSTRUCTION ALL CONSTRUCTION-RELATED RECYCLABLE WASTE SHOULD BE RECYCLED/ RE-USED OR OTHERWISE DIVERTED FROM A LANDFILL, ALL CONCRETE, METAL & PLASTIC THAT MEETS LOCAL RECYCLING STANDARDS SHOULD BE RECYCLED AT MINIMUM & WHERE LOCAL MUNICIPALITIES OR VENDORS OFFER COMMINGLED RECYCLING OPPORTUNITIES TO HELP ACHIEVE OVER 50% CONSTRUCTION WASTE DIVERSION RATE FROM LANDFILL, FRANCHISEE SHOULD PURSUE. 4) SOLAR SHADE USE: BUILDING UTILIZES SOLAR SIDES OR WINDOW TINT @ ALL WINDOWS UNO TO IMPROVE COMFORT & REDUCE SOLAR HEAT GAIN. 5) TOBACCO SMOKE CONTROL: TOBACCO USE TO BE PROHIBITED INSIDE, WITHIN 25 FEET OF THE BUILDING ENTRANCES & OUTSIDE ALL AIR INTAKES. 6) FRANCHISEE TO COMPLY W/ COMMUNITY OUTREACH DD GREEN REQUIREMENTS. 7)FRANCHISEE TO COMPLY W/ UTILITY & DATA REPORTING DD GREEN REQUIREMENTS. 1 ARCHITECTURAL SITE PLAN 1'-0"=3/32"NOTE: 2 KEY ELEMENTS N.T.S.NOTE: A-0.4 SITE PLAN3SECTION @ CONC. PAD 3/4"=1'-0"NOTE: 4 DRIVE THRU NOTES 3/4"=1'-0"NOTE:BOLLARD DETAILDETAIL K-3 HANDYCAP PARKING DETAILS REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - DETAIL K-4 CONCRETE WHEEL STOP NOTE: PARKING LOT & STALLS SHALL CONFORM WITH THE LATEST APPROVED SITE PLAN AND ENGINEERING DESIGN HANDBOOK AND CONSTRUCTION STANDARDS. SEE DETAIL K-3 AND K-4 BUILDING COMMENTS 07.23.2025 - fm1 1SEALCOAT & RESTRIPING EXISTING PARKING LOT. SEALCOAT & RESTRIPING EXISTING PARKING LOT. 1 1 3 - 03 13 13 14 14 04 04 05 06 07 08 09 08 10 18 MONUMENT DRIVE THRU DIRECTIONAL SIGN 01 19 16 1 2 3 4 6 5 DRIVE THRU DIRECTIONAL SIGN 01 02 7 - DIRECTIONAL SIGN - SITE DIRECTIONAL ARROW - BRANDED DRIVE-THRU GRAPHIC WITH ARROW - BRANDED ARROW - GATEWAY DRIVE THRU START GRAPHIC - BRANDED GATEWAY WELCOME POINT AT LANE ENTRANCE - CANOPY WITH SPEAKER - DETECTOR LOOP - DIGITAL MENU BOARD WITH ORDER CONFIRMATION - PICK UP WINDOW - DO NOT ENTER DIRECTIONAL SIGN - DUNKIN' "SEE YOU SOON" / "EXIT" - CURB SIDE PICK UP ONLY - HP PARKING SPACE -D/T WELCOME POINT AT LINE ENTRANCE -DUMPSTER -CONCRETE PAD -6" WHITE LINE TO DEFINE THE DT LANE -EXISTING MONUMENT/PYLON -OUTDOOR PATIO -ALL-IN-ONE MENU BOARD -EXISTING DIGITAL MENU BOARD -MENU BOARD WITH SPEAKER AND CANOPY -STOP SIGN KEY ELEMENTS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ASPHALT PAVEMENT CONC PAD MIN 4000 PSI w/ #4 BARS @ 12" OC EACH WAY CONC PAD TO BE FLUSH w/ PAVEMENT 12" GRANULAR FILL VIRGIN SOIL OR COMPACTED FILL6"1'-0"SIGNAGE BOX AREA: 2.75 SQ. FT. LED ILLUMINATED DIRECTIONAL SIGN NOTES: 1.5" x 1" x .063" ALUMINUM SPACE FRAME. 2.1" ALUMINUM RETAINER. 3.1" x 1" x 1/8" ALUMINUM ANGLE. 4.4" x 4" x .075" SQUARE TUBE SUPPORT PAINTED ORANGE PMS 165C 5.GE TETRA MAX 7100K WHITE LED'S. (OR GE REPLACEMENT EQUIVALENT). 6.LED POWER SUPPLIES, AS REQUIRED. 7.118" CLEAR SOLAR GRADE POLYCARBONATE FACE 2ND SURFACE. 8.BACKGROUND COLOR TO BE 403 WHITE BACK-SPRAY. 9.3M #3630-3123 DUNKIN' ORANGE TRANSLUCENT FILM 2ND SURFACE. 10.3M #3630-1379 DUNKIN' PINK TRANSLUCENT FILM 2ND SURFACE. 11.3M #7125-41 DUNKIN' GRAY TRANSLUCENT FILM 2ND SURFACE. ADDITIONAL NOTES: ·ARTWORK FONT: DUNKIN SANS DISPLAY ·EXTERIOR FINISH: PAINT PANTONE 7540C ·INTERIOR FINISH: PAINTED REFLECTIVE WHITE ·RETAINERS / FACE REMOVABLE FOR SERVICE ACCESS ·ELECTRICAL: (1) 20-AMP / 120 VOLT CIRCUIT ·U.L. LISTED FORMED CONCRETE TOP MIN 4" CONCRETE FILLED STEEL PIPE WITH BOLLARD COVER; REFER TO NATIONAL ACCOUNTS.3'-6"LINE OF PAVING - SEE SPECIFICATIONS PAVEMENT THICKNESS NOTES SEE SITE PLAN FOR LOCATIONS SEE E;TERIOR FINISH SCH. FOR BOLLARD COVER SPEC. POURED CONCRETE FOOTING REFER TO LOCAL CODE FOR REQ. DEPTH OF FOOTING 1'-6" OR BLDG. ON POST 3 SEE G-0 <IELDING BREAKAWA< T<P. CONT. CURBCONTINUOUS CURB WITH DRAIN CUTS OPTIONAL VIEW BWALKWA< MIN.SLOPELEVELSTD.SLOPE [ S<MBOL 4 BLUE A A DECORATIVE STONE LANDSCAPING GROUND COVER CURB CUT MIN. WHITE T<P. . MIN. .0 CRA HC ACCESS MIN. - STD. HC STALL . STD.STD. T<PICAL F.D.O.T. FTP-0-0 NOTE SIGNAGE MA< BE PLACED ON BUILDING IF APPROPRIATE F.D.O.T. FTP--0 4 WHITE T<P. 4 BLUE 4 WHITE LINE DIAGONALS AT 3 MA; CENTERS T<P..0 CRALEGEND CRA COMMUNIT< REDEVELOPMENT AGENC< ISA INTERNATIONAL S<MBOL OF ACCESSIBILIT< STD. ALL STALLS. 4 STRIPES AND 4 SPACING. EDGE OF PAVEMENT OR FACE OF CURB. CONCRETE WHEEL STOP T<P.. STD..0 CRAWHITE ISA T<P. OF UNOBSTRUCTED AREA 34 T<P. BAR RE4 D -4 BAR CL. -0 1 ROOF PLAN 1/4" = 1'-0"NOTE: ROOF PLAN 5 TYPICAL GOOSENECK DETAIL NTS NOTE: 4 VENT THRU ROOF NTS NOTE: S NORTH W E 2 EQUIPMENT STAND DETAIL N.T.S.NOTE: HANGING ANGLE DETAIL 3 EQUIPMENT STAND DETAIL N.T.S.NOTE: 6 NOT USED NTS NOTE: A-6REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - BUILDING COMMENTS 07.23.2025 - fm1 1 1 (;,67,1*57-(;,67,1*57-(;,67,1*57- - - - /2&A7,21 1(:+22' 7<3(,, (;,67,1*+22' (;+A867 &85% - (;,67,1*5(027(:A/.-,1 &22/(5)5((=(5&21'(16(56 (;,67,1*5(675220 (;+A867*226(1(&. - - - (;,67,1*)A1 (;+A867 725(0A,1(;7(1''8&7 727+(1(:+22'7<3(,, 0(7A/)(1&()25A& 81,76+(,*+7 -6 - -6 - -6 - - - 0(7A/)(1&()25A& 81,76+(,*+7 -6 DRIP EDGE R = 6" MINIMUM 1" BIRD SCREEN R COUNTER FLASHING STANDING SEAM DUCT SUPPORT COLLAR INSULATED PATE ROOF CURB NOTE: FIELD VERIFY PITCH OF ROOF, IF ROOF IS PITCHED INSTALL A 14" HIGH INSULATED PITCHED ROOF PER DWG FINISHED ROOF MATERIAL ROOF INSULATION & DECKING MISCELLANEOUS STEEL SUPPORT BY MECHANICAL CONTRACTOR30"CURB LEVEL IN ALL DIRECTIONS. EXISTING MTL ROOF DECK EXISTING MEMBRANE ROOF SYSTEM BUILT-UP MINERAL SURFACE BASE FLASHING 4 # SHEET LEAD COLLAR W/ INTEGRAL ROOF FLANGES SET IN MASTIC MASTIC @ EDGES OF MEMBRANE MEMBRANE TAPE 2 1 2" O.D PIPE COLUMN WELD PLATE TO BEAM AND COLUMN 4" WF STRUCTURAL STEEL 4" X 4" X 1 4" STEEL PLATE VIBRATION ISOLATOR PADS 1 2" BOLTS. DO NOT COMPRESS ISOLATOR, LEAVE 1 8" SLACK LEG OF COMPRESSOR TYP. EA. END 1 / 4" 12GA. UNISTRUT OR OTHER MATERIAL OF EQUAL STRUCTURAL INTEGRITY STRADDLING U8NDERSIDE OF THE TOP CHORD OF TRUSS SECURE A/C CURB TO STRUT WITH MIN. 5/16" ALL THD. OR PROPER LENGTH STOVE BOLT WITH FENDER WASHERS AND LOCKING HARDWARE, THRU ROOF DECK AT 12" O.C. AND A MIN. OF (3) AT LONG SIDE OF CURB UNDER 72" & A QTY. OF (4) OVER 72" APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED Planning & Zoning Division Project #: ___________________________MSPM - 2025.02.1138 August 13, 2025 1 NORTH ELEVATION 3/16" = 1'-0"NOTE: 2 EAST ELEVATION 3/16" = 1'-0"NOTE: 6 EXTERIOR WALL LIGHTING 3" = 1'-0"NOTE: 5 EXTERIOR PAINT FINISH 3" = 1'-0"NOTE: 4 WEST ELEVATION 3/16" = 1'-0"NOTE: 3 SOUTH ELEVATION 3/16" = 1'-0"NOTE: 7 KEY PLAN 3/32" = 1'-0"NOTE:SNORTHWEREMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - EXTERIOR ELEVATIONS A-7 A- 7 A- 7 A- A- A- A- % A- % A- A A- BUILDING COMMENTS 07.23.2025 - fm1 1 3&-3&- 352727<3('A7(' 678&&2/,*+7 7(;785(3A,17),1,6+ 6+(5:,1:,//,A06 *A817/(7*5A< 6:7 678&&260227+ 7(;785(Z39& 5(9(A/3A,17),1,6+ 6+(5:,1:,//,A06 &A0(/%A&.6: 39&5(9(A/Z 678&&260227+ 7(;785(3A,17 ),1,6+3A1721( 3067& 25A1*(0(7A/ &A123<3A,17 ),1,6+3A1721( 306& 678&&2/,*+7 7(;785(3A,17),1,6+ 6+(5:,1:,//,A06 &+A5&2A/,52125( 6:7 37(- 37(-37(-37(- 678&&260227+ 7(;785(Z39& 5(9(A/3A,17),1,6+ 6+(5:,1:,//,A06 1(%8/286:+,7( 6:7 -A)) 7232)(;,67,1* 3A5A3(7 -A)) 7232)0212/,7+ (;,67,1*- - ),1,6+)/225 SIGN BY SIGN VENDOR (TYP.) ALL FLAT ROOF WILL BE PAINTED WHITE ALL EQUIPMENT PLACED ON BUILDING WALLS SHALL BE PAINTED TO MATCH THE WALL LIGHT -A)) %277202)0(7A/%A1' -A)) %277202)0(7A/%A1' LIGHT 37(- 1(%8/286:+,7(37(- 37(-37(- 37(- 1(%8/286:+,7( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 6721( 1A785A/&2/25 6721( 1A785A/&2/25 6721( 1A785A/&2/25 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- 1(%8/286:+,7( EXISTING CARRIER 50FC 75"L x 46"W x 33"H EXISTING CARRIER 50FC 75"L x 46"W x 33"H EXISTING CARRIER 50FC 75"L x 46"W x 33"H A//522)(48,30(17A5( (;,67,1*A1'5(0A,1A6,6 37(-37(-37(-37(- 37(- 3&- 3&- 36- 37(- -A)) 7232)0212/,7+ -A)) %277202)0(7A/%A1' (;,67,1*- - ),1,6+)/225 SIGN BY SIGN VENDOR (TYP.) 3&- &+A5&2A/,52125( -A)) 7232)(;,67 3A5A3(7 -A)) 7232):,1'2: 1(%8/286:+,7( 1(%8/286 :+,7( 3,1. /A77( 0(7A/&A123<25A1*( 6721( 1A785A/&2/25 37(- 1(%8/286:+,7( 37(- 1(%8/286:+,7( 37(- 37(- 37(- 1(%8/286:+,7( 37(- &+A5&2A/,52125( 37(- 1(%8/286:+,7( 37(- 1(%8/286:+,7( EXISTING CARRIER 50FC 75"L x 46"W x 33"H 37(- WAC LIGHTING EWS EWS-1 (GRAY) to use on dark wall finish. SPEC # WP-LED227-30-AGH EWS-2 (WHITE) to use on light wall finish. SPEC # WP-LED227-30-AWT -A)) 7232)0212/,7+ -A)) %277202)0(7A/%A1' (;,67,1*- - ),1,6+)/225 -3&- 0(7A/&A123< 37(-37(- 37(- 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 6721( 1A785A/&2/25 37(- 1(%8/286:+,7( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( EXISTING CARRIER 50FC 75"L x 46"W x 33"H 37(-37(- -A)) 7232)0212/,7+ -A)) %277202)0(7A/%A1' (;,67,1*- - ),1,6+)/225 - 678&&2:,7+5(9(A/ -A)) 7232)(;,67,1* 3A5A3(7 DOWNSPOUTS ENCLOSED IN BLDG. STRUCT. EMERGENCY SCOOPERS 7 -A)) %277202)0(7A/%A1' 37(- 1(%8/286:+,7( 37(- 37(- 37(- 37(- 37(- 1(%8/286:+,7( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 6721( 1A785A/&2/25 6721( 1A785A/&2/25 6721( 1A785A/&2/25 -37(- 1(%8/286:+,7( 37(- 1(%8/286:+,7( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( 37(- &+A5&2A/,52125( -7 - -(4(4 -EXISTING CARRIER 50FC 75"L x 46"W x 33"H EXISTING CARRIER 50FC 75"L x 46"W x 33"H EXISTING CARRIER 50FC 75"L x 46"W x 33"H 37(-37(-37(-37(-A//522)(48,30(17A5((;,67,1*A1'5(0A,1A6,6(;,67,1*57-(;,67,1*57-(;,67,1*57-APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED Planning & Zoning Division Project #: ___________________________MSPM - 2025.02.1138 August 13, 2025