Loading...
469 Atlantic Blvd Unit 9 COMM24-0011 Pg A001N A1B1 A901 C1 D1A901 A1 00 AA A901 A1 A W2 1 1 A1 A901 SYMBOLS WINDOW DESIGNATION DOOR DESIGNATION TAG NOTE WALL TYPE REVISION NORTH ARROW ELEVATION TAG DETAIL DETAIL - ENLARGED PLAN SHEET WHERE SECTION IS DRAWN SECTION DETAIL NUMBER DETAIL NUMBER ELEVATION NUMBER ELEVATION NUMBER AND KEY SHEET WHERE ELEVATION IS DRAWN INTERIOR ELEVATION SHEET WHERE ELEVATION IS DRAWN AREA TO BE DETAILED OR ENLARGED SHEET WHERE DETAIL IS DRAWN WALL/ BUILDING SECTION NUMBER SHEET WHERE SECTION IS DRAWN D7 APPLICABLE CODES & STANDARDS BUILDING:FLORIDA BUILDING CODE 8th EDITION (2023 FIRE / LIFE SAFETY:FLORIDA FIRE PREVENTION CODE 8th EDITION (2023 NFPA 1, FIRE CODE - FLORIDA AMENDED 2021 EDITION NFPA 101, LIFE SAFETY CODE - FLORIDA AMENDED 2017 EDITION PLUMBING:FLORIDA BUILDING CODE 8th EDITION (2023 - PLUMBING FLORIDA BUILDING CODE 8th EDITION (2023 - FUEL GAS MECHANICAL:FLORIDA BUILDING CODE 8th EDITION (2023 - MECHANICAL ELECTRICAL:FLORIDA BUILDING CODE 8th EDITION (2023 - CHAPTER 27 NFPA 70, NATIONAL ELECTRICAL CODE - 2017 EDITION (BY REFERENCE) ENERGY:FLORIDA BUILDING CODE 8th EDITION (2023 - ENERGY CONSERVATION BUILDING:TYPE V-B CONSTRUCTION, UN-SPRINKLERED NOTE: SEE PLANS FOR UL ASSEMBLIES TO PROVIDE REQUIRED FIRE RESISTANCE OF BLDG. ELEMENTS ACCESSIBILITY:FLORIDA BUILDING CODE 8th EDITION (2023 - ACCESSIBILITY TESTING FOR HVHZ:FLORIDA BUILDING CODE 8th EDITION (2023 - TEST PROTOCOLS 421 East SR 434, Suite 1015, Longwood, Florida 32750 JOHN D. YOUNGMAN ARCHITECT AR 9601 SCALE PROJECT. NUMBER DATE: DRAWN SHEET AS SHOWNSCALE DRAWN BY: CHECKED BY:SHEET TITLEPROJECT:COPYRIGHT © JOHN YOUNGMAN, ARCHITECT. THIS OR ANY OTHER DOCUMENT SHALL NOT BE COPIED, ALTERED, REPRODUCED WITH OUT THE WRITTEN CONSENT OF JOHN YOUNGMAN, ARCHITECT.PROJECT ISSUED FOR:THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOHN D. YOUNGMAN, ARCHITECT AR9601 ON DATE/ TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED. 421 East SR 434, Ste. 1015, Longwood, Florida 32750 PH. 407-781-6611 info@b2di.com BEYOND 2 DIMENSIONS, INC PLANNING, DESIGN, DRAFTING, PROJECT COORDINATION 4/1/2024 9:07:38 PM COVER SHEETA001 On File RCARRION JY/ RC469 Atlantic Blvd Atlantic Beach32233TENANT PLANS FORSTATUSNOTICE TO BUILDERS AND CONTRACTORS: PLEASE REVIEW THESE PLANS TO THE FULLEST PRIOR TO BUILDING, ERECTING, AND OR MATERIAL ORDERING AS NEEDED BUILDERS AND CONTRACTORS ARE RESPONSIBLE FOR READING PLANS AND PROVIDE IN WRITING TO ARCHTECT OR ENGINEERS OF ANY DESCREPANCIES AND OR OMISSION AND DESIGNER OF RECORD IS NOT RESPONSIBLE FOR ANY CHARGE BACKS AS SUCH No.No.DescriptionDescription DateDate INTERIOR BUILD-OUT FOR: 469 ATLANTIC BLVD ATLANTIC BEACH 32233 HOLEY MOLEY NY BAGEL 2 LLC 469 ATLANTIC BLVD. UNIT#9, ATLANTIC BEACH FL. 32223 PARCEL # 41-04-26-018616-001-00 AIR CONDITIONING ARCHITECT /ENGINEER ABOVE FINISH FLOOR AIR HANDLING UNIT ARCHITECTURAL ACOUSTICAL PANEL CENTER TO CENTER CONSTRUCTION JOINT DRINKING FOUNTAIN ELECTRICAL WATER EXPANSION JOINT FIRE DEPARTMENT FIRE DEPARTMENT FIRE EXTINGUISHER FIRE HOSE CABINET FACE OF CONCRETE CONCRETE MASONRY FACE OF MASONRY EASTE FPRFFIREPROOFING FT FTG FWC FOOT, FEET FOOTING FABRIC WALL COVERING ELEC ELEV EQUIP EXIST EXP JT FIN FL FIN GR FLUOR FDC FOC FOM FOS FLR FIN FHC FEC FDV EXT "F" FD EQ EWC EL EA CONNECTION VALVE CABINET FINISH FINISH FLOOR FLOOR FINISH GRADE FLUORESCENT FACE OF STUD ELECTRICAL ELEVATION ELEVATOR EQUAL EQUIPMENT COOLER EXISTING EXTERIOR EACH FLOOR DRAIN CC, C/C CLG HT CONC CONT DIM "E" DWG DN DS DR DET DF DIA DIAG "D" CPT CJT COL CLG CMU "C" CJ CIP BOT BUR CARPET DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING DIAGONAL BOTTOM CEILING UNIT CONCRETE CONTINUOUS COLUMN BUILT-UP ROOF CAST IN PLACE CONTROL JOINT CEILING HEIGHT AC or A/C ALUM APPROX ARCH ACOUS PNL BLDG BLKG "B" BLK AFF AHU ALT "A" A/E ALTERNATE ALUMINUM ARCHITECT, BUILDING BLOCK BLOCKING APPROXIMATE ARCHITECTURE, TST TOP OF STEELNOT APPLICABLENA TYP UON UPS UNFIN VCT VERT VWC W/O WDW WWF PRESERVATIVEPT TREATED PAVEMENT PAINTEDPVMT PTD NUMBER OVERALL NOISE REDUCTION COEFFICIENT NOT TO SCALE ON CENTER OFFICE OPENING OPPOSITE ORIGINAL OUTSIDE DIMENSION OPPOSITE HAND OVERHEAD OUTSIDE DIAMETER/ NOT IN CONTRACT PLATE PLASTER PANEL PAIR PLYWOOD PLASTIC LAMINATE PREFABRICATED PREFINISHED PREPARATION PRELIMINARY OPP ORIG OVHD PL PLAM PLAS PNL PR PREFAB PREFIN PLYWD PREP PRELIM "P" NO NTS NRC "O" OA OC OFF OPNG OPH OD NIC WI WP WF WD WC W/ W "W" "V" "U" TW UNLESS OTHERWISE VINYL COMPOSITION TILE, OR VITRIFIED VINYL WALL COVERING VERTICAL WITHOUT WINDOW FABRIC WATER CLOSET WOOD, WIDTH WIDE FLANGE WORKING POINT WELDED WIRE WROUGHT IRON WEST WITH TYPICAL UNFINISHED NOTED CLAY TILE UNINTERRUPTIBLE POWER SUPPLY TOP OF WALL REF REINF REQD REFL SHT SCHED SECT SPEC SQ FT STC STD STL SST SIM SUSP SYM SYMM T&G TSL THK TEL STRUCT MASONRY INSULATION INSIDE DIAMETER JANITOR JOINT LAVATORY JOIST INTERIOR MAXIMUM MEZZANINE MAINTENANCE MECHANICAL MANUFACTURING MINIMUM NORTH MULLION MISCELLANEOUS MASONRY OPENING MANUFACTURER LIGHT WEIGHT MAS MAINT MAX MFG MECH MEZZ MIN MO MISC MULL MFR N "N" INSUL JAN JST LAV INTR LT WT "M" "L" JT "J" "I" ID TF TS TJ TFF T "T" SQ GAUGE GALVANIZED GRADE GYPSUM HEIGHT GYPSUM BOARD GYPSUM PLASTER HOLLOW CORE GLASS HOLLOW METAL DOOR HOLLOW METAL FRAME HEATING, VENTILATION, AIR CONDITIONING HOLLOW METAL GR GYP GYP BD HC HGT GYP PLAS GL HMD HMF HVAC HM "H" GA GALV "G" SC S "S" RM RO RD "R" R QT "Q" SOUND TRANSMISSION TREAD GROOVE FLOOR THICKNESS SYMMETRICAL TONGUE AND TELEPHONE TOP OF FOOTING TOP OF FINISH TOP OF JOINT TUBE STEEL TOP OF SLAB SCHEDULE SECTION SHEET SQUARE CLASS STANDARD STEEL SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL SYMBOL SUSPENDED STRUCTURAL REQUIRED RISER / RADIUS ROOF DRAIN REFERENCE REFLECTED REINFORCED, REINFORCING, REINFORCE SOUTH ROUGH OPENING SOLID CORE ROOM MENT QUARRY TILE ABBREVIATIONS DIMENSION NOTE: WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB AND THE ARCHITECT OF RECORD MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. TO THE BEST OF MY KNOWLEDGE: THESE CONTRACT DOCUMENTS, PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE REQUIREMENTS AND FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. LANDLORD: DIAMOND REAL ESTATE PROPERTIES IV, LLC 0312 ATLANTIC BLVD. JACKSONVILLE, FLORIDA 32225 PHONE (904)-813-6648 TENANT: ANA M CAMACARO AND RONALD PERFETTI 2130 MAYPORT RD. APT. 1703 JACKSONVILLE FL. 32233 ANACAMACARO62@GMAIL.COM PHONE (305)-915-3948 ARCHITECT: JOHN D YOUNGMAN, ARCHITECT, AR9601 421 E. SR 434 SUITE 1015 LONGWOOD, FL. 32750 PACSUPPORT@B2DI.COM PHONE (407) 781-6611 COORDINATION: RICHARD A. CARRION BEYOND 2 DIMENSIONS, INC. 421 E. SR 434 SUITE 1015 LONGWOOD, FL. 32750 INFO@B2DI.COM (407) 781-6611 NOTICE TO BUILDERS AND CONTRACTORS: PLEASE REVIEW THESE PLANS TO THE FULLEST PRIOR TO BUILDING, ERECTING, AND OR MATERIAL ORDERING AS NEEDED BUILDERS AND CONTRACTORS ARE RESPONSIBLE FOR READING PLANS AND PROVIDE IN WRITING TO ARCHTECT OR ENGINEERS OF ANY DESCREPANCIES AND OR OMISSION AND DESIGNER OF RECORD IS NOT RESPONSIBLE FOR ANY CHARGE BACKS AS SUCH UNIT 322 SHEET INDEX Sheet NumberSheet Name Current Revision Date A001COVER SHEET A101FLOOR PLAN A102LIFE SAFETY PLAN A103DETAILS Property Description E 820 FT OF S1/4 OF SE1/4 OF SE1/4 (LESS BEG 74 FT N & 30 FT W OF SE COR OF SE 1/4 FOR POB RUN S 88 DEG W 50 FT N 01 DEG W 50 FT N 88 DEG E 50 FT S 01 DEG E 50 FT TO POB & LESS E 30 FT FOR RD R/W) OF SEC 10-22-30 & LESS PT FOR R/W PER 6350/4583 & C101-5801) VICINITY MAP N.T.S. AERIAL MAP N.T.S. GFI6" METAL STUD INTERIOR WALL 4" METAL STUD BEARING INTERIOR WALL 4" METAL STUD INTERIOR WALL EXISTING 8" CMU EXTERIOR WALL EXISTING BARBER SHOPEXISTING CHIROPRACTICGLASS DISPLAY CASE 36"H COUNTER42"H COUNTERPREP TABLE PASS THRU OPENING PASS THRU SERVING COUNTERHAND SINK 42"H COUNTER PASS THRU (OPEN) 1 2 3 4 5 BOH 209 SQ FT FOH 197 SQ FT (INCLUDES COUNTERS) REF HAND SINK ICE MACHINE FLOOR DRAIN F FIRE EXTINGUISER3 COMPARTMENT SINKPREP TABLE ELECTRIC SANDWICH PRESS REST ROOM 5' - 0"4"13' - 6"42' - 10"4"5' - 8"18' - 10" PREP TABLE ELECTRIC JUICE MAKE ELECTRIC BLENDER ELECTRIC COFFEE MACHINE EXPRESSO MACHINE 5' - 4"3' - 0"15' - 2"4"19' - 0"4"5' - 8"48' - 10"EXIST. W.H. GREASE TRAP BELOW EXISTING ELEC. PANEL LOCATION#2' - 8" 6' - 8"1#3' - 0" 6' - 8"2EXISTINGEXIT#2' - 8" 6' - 8"32' - 2"4"11' - 0" 13' - 6"5' - 4"4' - 0"9' - 8"2' - 6"2' - 0"19' - 4"CEILING MOUNTED EXHAUST/ LIGHT FAN 2x4 CEILING FLUORESCENT LIGHT SYMBOL LEGEND SEE LIGHTING PLAN BY MEP DWG's FOR ADDITIONAL INFO PENDANT LIGHT 2x4 CEILING FLUORESCENT LIGHT 2x4 CEILING FLUORESCENT LIGHT ELECTRICAL OUTLET WALL MOUNTED LIGHT 421 East SR 434, Suite 1015, Longwood, Florida 32750 JOHN D. YOUNGMAN ARCHITECT AR 9601 SCALE PROJECT. NUMBER DATE: DRAWN SHEET AS SHOWNSCALE DRAWN BY: CHECKED BY:SHEET TITLEPROJECT:COPYRIGHT © JOHN YOUNGMAN, ARCHITECT. THIS OR ANY OTHER DOCUMENT SHALL NOT BE COPIED, ALTERED, REPRODUCED WITH OUT THE WRITTEN CONSENT OF JOHN YOUNGMAN, ARCHITECT.PROJECT ISSUED FOR:THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOHN D. YOUNGMAN, ARCHITECT AR9601 ON DATE/ TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED. 421 East SR 434, Ste. 1015, Longwood, Florida 32750 PH. 407-781-6611 info@b2di.com BEYOND 2 DIMENSIONS, INC PLANNING, DESIGN, DRAFTING, PROJECT COORDINATION 4/1/2024 9:07:40 PM FLOOR PLANA101 On File RCARRION JY/ RC469 Atlantic Blvd Atlantic Beach32233TENANT PLANS FORSTATUSLIVING AREA Name Area FLOOR AREA 1012 SF TOTAL UNDER A/C 1012 SF SCALE: REF. SHEET: 1/4" = 1'-0" WALL TYPE LEGEND No.No.DescriptionDescription DateDate SCALE: REF. SHEET: 1/4" = 1'-0"A101 UNIT PLAN3 SCALE: REF. SHEET: 1/4" = 1'-0"A101 EXISTING RCP PLAN1 SCALE: REF. SHEET: 1/4" = 1'-0" CEILING LEGEND DIVISION 8: DOORS AND HARDWARE 1. DOOR AND HARDWARE GENERAL NOTES: A. ALL DOOR COMPONENTS SHALL BE FURNISHED, INSTALLED AND FINISHED BY THE GC, UNLESS NOTED OTHERWISE.UTILIZE 3'-0" PRE-MACHINED, PRE-FINISHED, SOLID CORE FLUSH WOOD DOORS WITH METAL FRAMES AND LEVERACTION MORTISE HARDWARE. THE CM AND/OR LANDLORD SHALL COORDINATE, BETWEEN THE GENERAL CONTRACTOR AND THE TENANT, THE KEYING OF ALL LOCKSETS. ALL DOORS SHALL BE INSTALLED WITH A HINGE JAMB 6" FROM THE PERPENDICULAR/INTERSECTING WALL UNLESS NOTED OR INDICATED OTHERWISE. B. INSTALL WALL STOPS OR FLOOR STOPS ON ALL INTERIOR DOORS: CONCAVE 2-3/8" DIAMETER. C. .DOOR-MOUNTED KICK-STOPS ARE NOT ALLOWED ON ENTRY OR EXIT DOORS. D. ALL HINGES ARE TO BE OF THE BALL BEARING TYPE NOTED IN THE LIST ABOVE. E. KEY LOCKS ARE NOT ALLOWED ON INSIDE EXIT DOORS. F. ALL (REUSED) DOORS WITHIN ANY RENOVATION SPACE MUST BE REFURBISHED TO "LIKE NEW" CONDITION. G. ALL ENTRY AND EXIT DOORS AND FRAMES LEADING TO PUBLIC CORRIDORS MUST BE 20 MINUTE RATED. H. ALL EXIT DOORS MUST BE EQUIPPED WITH PANIC HARDWARE PREPARATION FOR HARDWARE: 1. REINFORCE COMPONENTS FOR HARDWARE INSTALLATION IN ACCORDANCE WITH SDI-100-83. 2. PUNCH SINGLE LEAF FRAMES TO RECEIVE THREE SILENCERS; DOUBLE LEAF FRAMES TO RECEIVE TWO SILENCERS PERLEAF, AT HEAD. 3. FACTORY PREPARED HARDWARE LOCATIONS SHALL BE IN ACCORDANCE WITH "RECOMMENDED LOCATIONS FORBUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES", AS ADOPTED BY THE STEEL DOOR INSTITUTE. GENERAL NOTES: 1. DO NOT SCALE THESE DRAWINGS. 2. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUB-CONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT - PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE PROJECT. 3. ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF WALL TO FACE OF WALL, UNLESS NOTED OTHERWISE. 4. VERIFY EXISTENCE OF FIRE ALARM AND DETECTION SYSTEMS. INCLUDE IN THE BID PRICE ANY WORK REQUIRED TO MODIFY EXISTING SYSTEM, IN ORDER TO COMPLY WITH LOCAL AND FEDERAL CODES - NO CHANGE ORDERS WILL BE ACCEPTED FOR ANY FIRE DETECTION OR ALARM SYSTEM MODIFICATIONS. 5. WHERE NEW CONSTRUCTION JOINS EXISTING SURFACES MATCH AND ALIGN NEW FINISHES WITH THE EXISTING. 6. SEAL ALL PENETRATIONS OF FIRE-RATED WALL ASSEMBLIES, IF APPLICABLE IN ACCORDANCE WITH U.L. FIRE-RATED PENETRATION DETAIL(S). 7. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2-A, 10-B,C FOR EVERY 3000 SQUARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. - MOUNT BOTTOM AT 2'-9 1/2" A.F.F. - EXISTING FIRE EXTINGUISHERS AND CABINETS MAY BE RECHARGED, REFURBISHED AND REINSTALLED IN THE APPROPRIATE LOCATIONS AS DIRECTED BY THE LOCAL FIRE INSPECTION OFFICIAL IN LIEW OF PURCHASING NEW EXTINGUISHERS, HOWEVER, IF REQUIRED CONTRACTOR WILL ALSO PROVIDE AND INSTALL NEW ADDITIONAL EXTINGUISHERS TO MEET CURRENT CODES. 8. REFER TO MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ALL MECHANICAL, PLUMBING, AND ELECTRICAL WORK REQUIRED. 9. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL CODES AND RESTRICTIONS 10. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL BE USED ONLY BY THE SUPERINTENDANT. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT 11. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND THE WORKERS AT ALL TIMES. 12. CONTRACTOR TO SUBMIT (2) SAMPLES OF CARPET AND (1) SEAMING DIAGRAM INDICATING WHICH CARPET IS TO BE INSTALLED IN EACH LOCATION FOR ARCHITECT/ TENANT APPROVAL PRIOR TO PLACING CARPET ORDER. 13. INSTALL NEW ROOFTOP EQUIPMENT CURBS OR SUPPORTS AS REQUIRED AND PROVIDE FLASHING MATERIALS COMPATIBLE WITH EXISTING ROOFING SYSTEM. SEAL ANY NEW PENETRATIONS OF THE EXISTING ROOF ASSEMBLY TO MAKE WATER TIGHT. COORDINATE WITH OWNER'S REPRESENTATIVE TO ENSURE THAT ANY REQUIRED ROOFING WORK WILL NOT VOID AN EXISTING ROOF WARRANTY. 14. INTERIOR STEEL FRAMED GYPSUM BOARD PARTITION DESIGN CRITERIA IS BASED ON THE CLARK STEEL FRAMING SYSTEMS "CALCULATED NON-STRUCTURAL ALLOWABLE HEIGHTS TABLE". ALLOWABLE DEFLECTION WITH A 5 PSF UNIFORM LOAD PERPENDICULAR TO THE PARTITION IS L/240. PARTITIONS WITH CERAMIC TILE FINISH SHALL HAVE AN ALLOWABLE DEFLECTION OF L/360. CONTRACTORS TO SUBMIT LIMITING HEIGHT TABLES FOR OTHER MANUFACTURERS SELECTED. DIVISION 9: FINISHES: THE GENERAL CONTRACTOR MUST SUBMIT SAMPLES OF ALL FINISHES TO THE CM AND THE TENANT AT LEAST TWO (2) WEEKS IN ADVANCE OF THE ORDER DATE FOR APPROVAL PURPOSES (IN ORDER TO ALLOW TIME FOR RE- SUBMITTALS) PRIOR TO ORDERING ANY MATERIALS. GENERAL FINISH CRITERIA 1. ALL INTERIOR FINISHES SHALL BE CLASS "A" OR BETTER. 2 IT IS THE RESPONSIBILITY OF ALL INSTALLERS AND SUBCONTRACTORS TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND INSTALLATION. 3 FINISH SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROPER SUBSTRATE PREPARATIONS PRIOR TO APPLICATION /INSTALLATION OF FINISH MATERIAL. 4. WHEREVER EXISTING FINISHES ARE TO REMAIN, THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THEM. 5. PROJECT CLEAN-UP SHALL INCLUDE A "VACUUM CLEAN" INTERIOR SPACE WITH RESTORATION TO ALL DAMAGED SURFACES AND ITEMS TO "LIKE NEW CONDITIONS. 6. PROVIDE THE FOLLOWING INFORMATION ON THE CONSTRUCTION DOCUMENTS: 7. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH FBC 2017 TABLE 803.11 ALL INTERIOR FINISHES SHALL MEET THE REQUIREMENTS OF FBC 803.1.1 FOR CLASS A, FLAME SPREAD INDEX 0-25 AND SMOKE DEVELOPED INDEX 0-450 NOTE: EPOXY PAINT AT FIXTURE WALLS OF TOILETS. ALL MATERIALS, COLORS, AND TEXTURES SELECTED BY OWNER. EXIT EXIT EXISTING BARBER SHOPEXISTING CHIROPRACTICEXITTD: 30'-7"TD: 49'-8"FE1 BOH 209 SQ FT FOH 200 SQ FT (INCLUDES COUNTERS) NOTE: y = 54 IN MINIMUM IF THE DOOR x24 min.42 min.y(C) LATCH SIDE APPROACHES HAS A CLOSER. BOTH A LATCH AND A CLOSER. NOTE: y = 48 IN MIN. IF DOOR HAS x = 42 IN MINIMUM IF y = 54 IN. NOTE: x = 36 IN MINIMUM IF y = 60 IN (B) HINGE SIDE APPROACHES(A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH.NOTE: x = 12 IN IF THE DOOR PUSH SIDE PUSH SIDE yyxPUSH SIDE 48 min.48 min.24 min.PULL SIDE x yyx PULL SIDE 24 preferred 18 min. PULL SIDE 60 min.NOTE: y = 48 IN MIN. IF THE DOOR HAS A CLOSER. 54 min. LAVATORY: SEE PLUMB. FIXT. SCHEDULE WALL MOUNTED MIRROR: WITH CONCEALED CLIP MTG AND POLISHED CHROME FINISH, APPROXIMATE SIZE: 24"x36" WITH S.S. FRAME C-FOLD PAPER TOWEL DISPENSER: SURFACE MOUNTED ON WALL SATIN CHROME FINISH. HANDICAPPED ACCESSIBLE TOILET: VITREOUS CHINA (WHITE), CLOSE-COUPLED ENLOGATED SIPHON JET, SOLID PLASTIC SEAT WITH OPEN FRONT. SEE PLUMBING PLANS. TOILET TISSUE DISPENSER: DOUBLE ROLL, SURFACE MOUNTED, ON WALL. SATIN CHROME FINISH. GRAB BAR: 1-1/2" DIAMETER, 1-1/2" CLEARANCE FROM WALL FACE, STAINLESS STEEL, BRUSHED FINISH, LENGTH AS INDICATED. N.T.S. SEMI GLOSS ENAMEL PAINT FINISH TOILET WALL EXCEPT AS NOTED EPOXY PAINT AT FIXTURE PROVIDE TILE FINISH 48" A.F.F. TOILET ROOM CLEARANCE DETAILS 27" MIN.18"MIN.40" MAX.18"34" MAX.40" MAX. TOTOWEL SLOT5"36"33"12"19" MIN.17"-19"42" DA BC E F E F F E D C B A TOP OF LAVATORY REFLECTIVE PART OF MIRROR BOTTOM KNEE/TOE CLEARANCE (430 TO 635 mm) 17" TO 25"30" (760 mm) MIN.48" (1220 mm) MIN. MIN. 24" (610 mm)MIN.29" (735 mm)17" TO 25" (430 TO 635 mm)9" MIN.27" (685 mm) MAX.34" (865 mm) MAX.40" (1015 mm) MAX.1/2" MAX.GLAZING PER ELEVATIONS SILICONE SEALS AS PER MFGR. CLAD BOTTOM RAIL MTL. THRESHOLD WALL BEYOND 421 East SR 434, Suite 1015, Longwood, Florida 32750 JOHN D. YOUNGMAN ARCHITECT AR 9601 SCALE PROJECT. NUMBER DATE: DRAWN SHEET AS SHOWNSCALE DRAWN BY: CHECKED BY:SHEET TITLEPROJECT:COPYRIGHT © JOHN YOUNGMAN, ARCHITECT. THIS OR ANY OTHER DOCUMENT SHALL NOT BE COPIED, ALTERED, REPRODUCED WITH OUT THE WRITTEN CONSENT OF JOHN YOUNGMAN, ARCHITECT.PROJECT ISSUED FOR:THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOHN D. YOUNGMAN, ARCHITECT AR9601 ON DATE/ TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED. 421 East SR 434, Ste. 1015, Longwood, Florida 32750 PH. 407-781-6611 info@b2di.com BEYOND 2 DIMENSIONS, INC PLANNING, DESIGN, DRAFTING, PROJECT COORDINATION 4/1/2024 9:07:41 PM LIFE SAFETY PLANA102 On File Author Checker469 Atlantic Blvd Atlantic Beach32233TENANT PLANS FORSTATUSNo.No.DescriptionDescription DateDate NOTE: 1. ADEQUATE EXIT LIGHTING AND EGRESS PATH WAYS SHALL BE MAINTAINED AT ALL TIMES. 2. PRIMARY MEANS OF EGRESS SHALL WILL NOT BE INTERRUPTED AT ANY TIME WITH OUT PROVIDING ALTERNATE EGRESS CLEARLY IDENTIFIED 3. ALL ACCESS CONTROL DEVICES SHALL COMPLY WITH NFPA 101: 7.2.1.5.6 AND OR NFPA 101.7.2.1.6 4. PIN/ KEY CARD ACCESS SHALL NOT RESTRICT EXIT UPON INITIATION OF THE FIRE PROTECTION SYSTEMS. 5. TRAVEL DISTANCES SHALL MAINTAIN A 12" CLEARANCE FROM ALL OBSTRUCTION IN THE NATURAL PATH WAY PER NFPA 101 7.6.1 6. CONTRACTOR SHALL PROVIDE A SIGN WITH OCCUPANT LOAD FOR EACH ROOM OF ASSEMBLY WITH MAXIMUM OCCUPANT LOAD POSTED CLEARLY VISIBLE AND MUST BE INSTALLED PRIOR FINAL INSPECTION FOR CERTIFICATE OF OCCUPANCY. COFFEE SHOP: TENANT AREA 920 SQ FT WAITING/ SEATING AREA:390 SQ FT = 2 6 (PER TABLE TABLE 1004.5) PROVIDED: 20 CHAIRS FRONT OF HOUSE AREA 200 SQ FT 2 PERSONS BACK OF HOUSE AREA 209 SQ FT 2 PERSONS TOTAL PROVDED:24 PERSONS SCALE: REF. SHEET: 1/4" = 1'-0"A102 UNIT LIFE SAFETY PLAN1 SCALE: REF. SHEET: 1/4" = 1'-0"A102 BARRIER FREE DOOR DETAIL2 SCALE: REF. SHEET: 1/4" = 1'-0"A102 REST ROOM CLEARANCES3 SCALE: REF. SHEET: 1/4" = 1'-0"A102 SINK H/C DETAIL4 SCALE: REF. SHEET: 12" = 1'-0"A102 THRESHOLD DETAIL5 WIDTH OF 5/8"2"SCHED. DIM.1 15/16 " WALL + 1" HOLLOW ALUMINUM FRAME CAULK EACH SIDE METAL STUD RUNNER FOR WALL TYPE WALL TYPE LEGEND SEE FLOOR PLAN AND DOOR 2"2"WIDTH OFSCHED. DIM.115/16"5/8"WALL + 1"MIN 3 PER JAMB JAMB ANCHOR STUDS, (TYP) DOUBLE JAMB HOLLOW ALUMINUM FRAME CAULK EACH SIDE LEGEND FOR WALL AND WALL TYPE SEE FLOOR PLAN CONSTRUCTION DETAIL @ JAM STUDS 2-#10 x 3/4" TEK SCREWS @ EACH JAMB STUD TOP TRACK (3)-0.145" SHANK DIA., x 3/4" EMB. AT THE JAMB STUDS (1)-0.145" SHANK DIA., x 3/4" EMB. AT 12" O/C AT TOP AND BOTTOM TRACK (2)-JAMB STUDS 6" X 16 GA @ DOORS OR WINDOWS (3)-0.145" SHANK DIA., x 3/4" EMB. AT THE JAMB STUDS 1 1/2" TRACK FLANGE 2-#10 x 3/4" TEK SCREWS @ EACH JAMB STUD 1-#10x3/4" TEK CREW EA. SIDE TO TRACK (TYP.) 20 GA. STUDS CONT' BASE TRACK STUD MUST FIT TIGHT AGAINST TRACK WEB BEFORE BEING SCREWED 1 1/2" TRACK FLANGE P.A.F.-0.145" SHANK DIA., x 1 1/8" EMB. AT TOP AND BOTTOM TRACK AT 6" C/C TYP. STUD TO BASE TRACK CONN. CONT'D TOP TRACK 1-#10x3/4" TEK CREW EA. SIDE TO TRACK (TYP.) TRACK FLANGEP.A.F. O.145 dia. x 1 1/8" MIN. EMP.@ 6" O/C TYP. 2"x2"x16 GA.CLIP 1/4" LESS THAN STUD WIDTH ATTACH W/4-#8 TEK SCREWS AS SHOWN 1 1/2" HORIZONTAL BRIDGING TO BE SPACED @ MAX. 54" 0/C (4)-#10 x 3/4" TEK SCREWS (TYP) P.A.F. 0.145 dia. x 1 1/8" MIN. EMB. @ 12" O/C TOP TRACK (2) 6" X 20 GA HEADERS (2) 6" X 20 GA. TRACKS #10 x 3/4" TEK SCREWS AT 12" O/C (3) - 6"X16 GA JAMBS STUDS AT DOORS 421 East SR 434, Suite 1015, Longwood, Florida 32750 JOHN D. YOUNGMAN ARCHITECT AR 9601 SCALE PROJECT. NUMBER DATE: DRAWN SHEET AS SHOWNSCALE DRAWN BY: CHECKED BY:SHEET TITLEPROJECT:COPYRIGHT © JOHN YOUNGMAN, ARCHITECT. THIS OR ANY OTHER DOCUMENT SHALL NOT BE COPIED, ALTERED, REPRODUCED WITH OUT THE WRITTEN CONSENT OF JOHN YOUNGMAN, ARCHITECT.PROJECT ISSUED FOR:THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOHN D. YOUNGMAN, ARCHITECT AR9601 ON DATE/ TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED. 421 East SR 434, Ste. 1015, Longwood, Florida 32750 PH. 407-781-6611 info@b2di.com BEYOND 2 DIMENSIONS, INC PLANNING, DESIGN, DRAFTING, PROJECT COORDINATION 4/1/2024 9:07:42 PM DETAILSA103 On File Author Checker469 Atlantic Blvd Atlantic Beach32233TENANT PLANS FORSTATUSNo.No.DescriptionDescription DateDate SCALE: REF. SHEET: 3" = 1'-0"A103 HEAD DETAIL AT MTL STUDS1 SCALE: REF. SHEET: 3" = 1'-0"A103 JAMB DETAIL AT MET. STUD WALL2 SCALE: REF. SHEET: 3" = 1'-0"A103 JAM STUDS DETAIL3 SCALE: REF. SHEET: 1 1/2" = 1'-0"A103 STUD TO BASE TRACK DETAIL4 SCALE: REF. SHEET: 1 1/2" = 1'-0"A103 STUD TO TOP TRACK DETAIL5 SCALE: REF. SHEET: 1 1/2" = 1'-0"A103 METAL STUD BRIDGING DETAIL6 SCALE: REF. SHEET: 1 1/2" = 1'-0"A103 METAL STUD HEADER DETAIL7