363 ATLANTIC BLVD COMM22-0033 Treata Tea Shoppe Architectural DWGS REV. 11-2-22_1A0.01 ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODES AND ORDINANCES, WHETHER LISTED HEREIN OR NOT.
A0.02 ANY & ALL GOVERNING LOCAL LABOR LAWS, REGULATIONS & REQUIREMENTS AND THOSE SET AS BUILDING REQUIREMENTS SHALL BE OBSERVED & FOLLOWED AS THEY RELATE TO THIS PROJECT.
A0.03 CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND CERTIFICATE OF OCCUPANCY PERMIT AS WELL AS SEPARATE MECHANICAL, ELECTRICAL, AND PLUMBING PERMITS PRIOR TO AND DURING CONSTRUCTION.
A0.04 MATERIALS, DIMENSIONS, AND OTHER CONDITIONS NOT OTHERWISE INDICATED IN THESE DRAWINGS SHALL BE ASSUMED AS HAVING THE SAME MEANING AS THOSE MOST SIMILARLY DETAILED AND MORE FULLY DEFINED ELSEWHERE IN THE DRAWINGS. CONTRACTOR TO VERIFY W/ ARCHITECT IN WRITING.
A0.05 THE EXTENT OF WORK SHALL BE LIMITED TO THAT INDICATED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL WORK SHALL BE DONE WITHOUT WRITTEN APPROVAL OF OWNER. ANY ADDITIONAL WORK PERFORMED WITHOUT PRIOR WRITTEN APPROVAL BY OWNER SHALL BE AT THE CONTRACTOR'S EXPENSE.
A0.06 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTING CONDITIONS PRIOR TO START OF WORK & DURING CONSTRUCTION AS NECESSARY TO ASSURE CONSTRUCTION ADHERENCE TO DRAWINGS. BY ENTERING INTO A CONSTRUCTION CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THE SITE/FIELD CONDITIONS.
A0.07 FLOOR TOLERANCE: IN LAYING OUT THE WORK TO BE COMPLETED, CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE FLOOR LEVEL RESULTING FROM THE CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATIONS SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES AND ALIGNMENT OF DOOR HEADS. OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE. LEVEL FLOORS AS REQUIRED BY USING AN APPROVED LEVELING COMPOUND.
A0.08 THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, & EXISTING FINISHES THROUGHOUT ALL PHASES OF CONSTRUCTION. NOISE, SECURITY, AND DUST BARRIERS BETWEEN CONSTRUCTION AREAS AND OCCUPIED AND PUBLIC AREAS SHALL BE MAINTAINED BY CONTRACTOR.
A0.09 THE GC SHALL BE RESPONSIBLE FOR MAINTAINING BUILDING CORRIDORS CLEAR OF PROJECT MATERIALS AND EQUIPMENT.
A0.10 GC SHALL PROVIDE GENERAL CARPENTRY AS REQUIRED FOR WORK WHICH MAY NOT FALL UNDER THE JURISDICTION OF A SPECIFIED TRADE BUT IS REQUIRED FOR PROPER JOB EXECUTION AND COMPLETION OF CONSTRUCTION.
A0.11 NO MODIFICATIONS/REVISIONS/CHANGES SHALL BE UNDERTAKEN UNLESS SPECIFICALLY SO INSTRUCTED & APPROVED BY CLIENT.
A0.12 CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION.
A0.13 THE INTENT OF THE CONTRACT DOCUMENTS IS TO EXCLUDE ALL MATERIALS WHICH CONTAIN KNOWN HAZARDOUS SUBSTANCES. THESE INCLUDE MATERIALS CONTAINING ASBESTOS, POLYCHLORINATED BIPHENYL(PCB), OR ANY OTHER KNOWN SUBSTANCES DETERMINED TO BE A HEALTH HAZARD BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA) AND OTHER RECOGNIZED AGENCIES. IN STUDYING THE CONTRACT DOCUMENTS, AND AT ANY TIME DURING EXECUTION OF THE WORK, THE CONTRACTOR SHALL AT ONCE REPORT TO THE ARCHITECT ANY MATERIALS CONTAINING HAZARDOUS SUBSTANCES THAT HE/SHE MAY DISCOVER. DO NOT PROCEED WITH INSTALLATION OF HAZARDOUS MATERIALS.
A0.14 CONTRACTOR SHALL VERIFY PRESENCE OF HAZARDOUS MATERIALS WITH OWNER. ARCHITECT AND ITS CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO, ASBESTOS, POLYCHLORINATED BIPHENYL(PCB) OR OTHER TOXIC SUBSTANCES.
A0.15 WHERE PRODUCTS ARE SPECIFIED BY REFERENCE STANDARD OR IN DESCRIPTIVE MANNER WITHOUT MANUFACTURER'S NAME, MODEL NUMBER OR TRADE NAME, CONTRACTOR SHALL SELECT MATERIALS MEETING SPECIFIED REQUIREMENTS WHICH DO NOT CONTAIN KNOWN HAZARDOUS SUBSTANCES IN ANY FORM AND SUBMIT TO ARCHITECT FOR APPROVAL.
A0.16 INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE MORE STRINGENT, SHALL BE COMPLIED WITH.A0.17 IN MAKING REQUESTS FOR SUBSTITUTION, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THAT MATERIALS REQUESTED FOR SUBSTITUTION ARE FREE OF KNOWN HAZARDOUS SUBSTANCES IN ANY FORM.
A0.18 WARRANTY SHALL BE EXTENDED FOR ALL CONSTRUCTION COMPONENTS, EQUIPMENT AND INSTALLATIONS INCLUDED IN THIS CONTRACT FOR A MINIMUM OF 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.
A0.19 GC SHALL RE-EXECUTE ANY WORK THAT FAILS TO CONFORM TO THE DRAWINGS/DETAILS AS SHOWN AND ANY DEFECTS DUE T0 FAULTY MATERIALS OR WORKMANSHIP WHICH APPEAR WITHIN A PERIOD OF ONE (1) YEAR.
A0.20 SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW. APPROVAL OF SHOP DRAWINGS SHALL NOT RELEASE CONTRACTOR FROM RESPONSIBILITY FOR THE WORK AS SPECIFIED.
A0.21 THESE DOCUMENTS INDICATE MATERIALS AND METHODS OF CONSTRUCTION TO ESTABLISH STANDARDS OF QUALITY AND/ OR PERFORMANCE. OTHER MATERIALS AND/OR METHODS WILL BE CONSIDERED BY THE ARCHITECT FOR ACCEPTANCE PROVIDED THAT THEY DO NOT AFFECT THE VISIBLE APPEARANCE. MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY THE ARCHITECT IN WRITING PRIOR TO ORDERING AND/OR FABRICATION.
A0.22 ALL REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR LOWER PRICE WITH CREDIT TO THE OWNER IS PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY T0 THE PRODUCT SPECIFIED.
A0.23 CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IMMEDIATELY FOLLOWING DIRECTIVE TO PROCEED WITH WORK, CONFIRMATION WITH DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT AND ANY LONG LEAD TIME ITEMS.
A0.24 DAMAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ANY ACCIDENTAL DAMAGE HE INFLICTS UPON THE EXISTING WORK WHICH WILL REMAIN. IF FOR ANY REASON DAMAGE TO EXISTING WORK OR UTILITIES IS CONSIDERED TO BE UNAVOIDABLE, SUBMIT WRITTEN NOTIFICATION OF THIS BEFORE SIGNING THE CONTRACT. IN THE ABSENCE OF SUCH NOTIFICATION, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE AND THE COSTS OF SATISFACTORILY REPAIRING OR REPLACING DAMAGED WORK.
A0.25 FINAL CLEANING AT COMPLETION SHALL INCLUDE DUSTING OF ALL FINISHED SURFACES, VACUUMING, REMOVAL OF SPOTS, STAINS, LABELS, FINGERPRINTS, SPILLS, AND CLEANING OF ALL INTERIOR GLASS. JOB SITE CLEAN-UP SHALL CONTINUE BEYOND DATE OF SUBSTANTIAL COMPLETION TO MOVE-IN DAY AND SHALL INCLUDE REMOVAL OF ACCUMULATED DEBRIS RESULTING FROM WORK BY TELECOMMUNICATIONS CONTRACTORS AND OTHER VENDORS UNDER CONTRACT TO THE OWNER. (NOTE:FURNITURE PACKING MATERIALS WILL BE RESPONSIBILITY OF FURNITURE VENDOR.)
A0.26 FIRE RATED PARTITIONS SHALL BE NOTED IN STENCIL ABOVE FINISHED CEILING PER APPLICABLE CODE.
A0.27 VERIFY SPECIFIC SECURITY REQUIREMENTS WITH TENANT.
A0.28 SPRINKLER HEAD LOCATION SHALL BE COORDINATED WITH OTHER TRADES BY CONTRACTOR AND SHALL BE AS SPECIFIED BY ENGINEER OR AS REQUIRED BY CODE. SPRINKLERS SHALL BE CENTERED WITHIN EACH CEILING TILE TO PROVIDE A UNIFIED, CONSISTENT AND AESTHETIC ARRANGEMENT. HEADS SHALL BE WHITE FLUSH TYPE OR BUILDING STANDARD IF EQUAL OR BETTER.
DRAWING SYMBOLS LEGEND
101
COLUMN GRID
A101
1 Ref
1Ref
1 Ref
1Ref INTERIOR ELEVATION DRAWING NUMBER REFERENCE
INTERIOR ELEVATION SHEET REFERENCE
1 View Name
1/8" = 1'-0"
DRAWING TITLE / NAME / DESCRIPTION
DRAWING SCALE
A101
1
Ref
1Ref 1 Ref1
Ref
BUILDING ELEVATION DRAWING NUMBER REFERENCE
BUILDING ELEVATION SHEET REFERENCE
1
A101
SIM
BUILDING SECTION DRAWING NUMBER REFERENCE
BUILDING SECTION SHEET REFERENCE
A1011 SIM
DRAWING NUMBER REFERENCE
DRAWING SHEET REFERENCE
ELEVATION TARGET
ROOM NAME
DOOR NUMBER
WINDOW TYPE / NUMBER
WALL TYPE
ROOM NUMBER
CEILING TYPE
FIRE EXTINGUISHER
REVISION NUMBER
REVISION COMMENT
EGRESS DOOR TAG
PATH OF TRAVEL
NORTH SYMBOL
DEMOLITION NOTES
NEW ADDITION NOTES
0
Room name
101
1
Add comments or notes here
1t
1i
1t
1i
NameElevation
1i
Length
EXIT SIGN
101(Occupancy Load Served Per Door Egress Width)Doors Clear Width SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
COVER SHEET
JAX22070 JULY 25 2022
G001
NUMBER NAME DATE REV.
00 - GENERAL
G001 COVER SHEET Sept 29 2022 1
G101 LIFE SAFETY CODE SUMMARY July 25 2022 0
G102 LIFE SAFETY FLOOR PLAN Sept 29 2022 1
G103 ASSEMBLY DETAILS Sept 29 2022 1
4
00.1 - DEMOLITION
D110 1RST FLOOR DEMOLITION PLAN Sept 29 2022 1
1
04 - ARCHITECTURAL
A110 OVERALL 1ST FLOOR PLAN & RCP Sept 29 2022 1
A401 ENLARGED PLANS Sept 29 2022 1
A601 SCHEDULES Sept 29 2022 1
3
07 - PLUMBING
P001 PLUMBING COVER SHEET July 25 2022 0
P002 PLUMBING SPECIFICATIONS July 25 2022 0
P003 PLUMBING SPECIFICATIONS July 25 2022 0
P101 PLUMBING PLAN July 25 2022 0
P102 PLUMBING SCHEDULES July 25 2022 0
P103 PLUMBING ISOMETRIC July 25 2022 0
6
08 - MECHANICAL
M001 MECHANICAL COVER PAGE July 25 2022 0
M002 MECHANICAL SPECIFICATIONS July 25 2022 0
M003 MECHANICAL SPECIFICATIONS July 25 2022 0
M004 MECHANICAL SPECIFICATIONS July 25 2022 0
M101 MECHANICAL 1ST FLOOR PLAN Sept 29 2022 1
M501 MECHANICAL DETAILS July 25 2022 0
M601 MECHANICAL SCHEDULES Sept 29 2022 1
7
09 - ELECTRICAL
E100 SPECS, LEGEND AND NOTES July 25 2022 0
E200 ELECTRICAL FLOOR PLAN July 25 2022 0
E300 DETAILS & SCHEDULES July 25 2022 0
3
TREATA TEA SHOPPE
INTERIOR BUILD OUT
JULY 25 2022
363 ATLANTIC BLVD UNIT 9
ATLANTIC BEACH, FL, 32233
DESIGNER FIRM NAME LICENSE PHONE NO EMAIL
ARCHITECT ALL CONSTRUCTION &DEVELOPERS NF GABRIEL ARANGO AR 93416 (904) 553-2451 projectmanager@allcnd.com
PLUMBING CI-MECH ENGINEERINGINC IAN VEGA PE 83516 (904) 686-8882 ian.vega@ci-mech.com
MECHANICAL CI-MECH ENGINEERINGINC IAN VEGA PE 83516 (904) 686-8882 ian.vega@ci-mech.com
ELECTRICAL POWER INTEGRATIONLLC SUKUMARAN TBASKARAN PE 70825 (904) 307-9077 sukutb@comcast.net
CONTRACTOR/ SHOPDRAWINGS ALL CONSTRUCTION &DEVELOPERS NF GUSTAVO OSPINA CGC 1507345 (904) 449-7902 projectmanager@allcnd.com
N
SERENE ADVANCED SKIN CARE
TREATA TEA SHOPPE
14
THE CANDLE GARDEN STORE
13 12 11 10 9 8 7 6 5 4 3 2 1
363 ATLANTIC BLD UNIT 9, JACKSONVILLE, FL, 32233
363 ATLANTIC BLVD UNIT 9, JACKSONVILLE, FL, 32233
14 13 12 11 10 9 8
KEY PLAN
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
1
1
FORWARD4' - 0" MAXFORWARD4' - 0" MAXMIN4' - 0"MIN
2' - 6"MIN2' - 6"4' - 0"
13 1/2" MIN.MAX1' - 5"MIN1' - 2"MIN4' - 0"MIN
2' - 6"MIN.1' - 3"MAX
1' - 0"
MIN
3' - 6"
MAX
1' - 0"
MIN
3' - 6"MAX.1' - 7"MIN
1' - 0"MIN1' - 3"2' - 9"MIN
3' - 0"39.5" W/ SHELF3' - 4"6' - 2"MAX4' - 6"56" MAX - SIDE REACHFORWARD REACH48" MAX.4' - 0"4' - 0"
2' - 6"2' - 6"5' - 0"FORWARD REACH4' - 0" MAXMAX3' - 4"MAX2' - 10"MIN0' - 9"0' - 8" MIN MIN2' - 3"MIN0' - 9"0' - 6" MAX 0' - 8" MINMIN2' - 3"MAX3' - 0"FEMININE NAPKINVENDER
HC
WALL HUNGSCREEN
WALL HUNGURINAL
GRAB BAR
TOILET PAPERHOLDER
MIRROR
18"36"MIRRORW/SHELF
18"36"TOP OF CABINET
HANDLE
CABINET WHERESHOWN ON PLANS
MOUNT ONLATCH SIDEOF DOOR
RIM
MIRROR (39.5" TOBOT. OF FRAME)
MIRROR
HOT WATER AND DRAIN LINE TO BE INSULATED WHERE EXPOSED
KNEE CLEARANCE
KNEE SPACE
ELEVATION -FEMININENAPKIN VENDING PROFILE -FEMININENAPKIN VENDING
COIN INSERTS
PLAN -FEMININENAPKIN VENDER ELEVATION URINAL-WALL HUNG PLAN -URINAL
ELEVATION -TOILET
WALL MOUNTED
ELEVATION -TOILET ELEVATION -TOILET ELEVATION -MIRROR
PAPER TOWEL DISPENSER.PLAN -PAPER TOWEL DISP.& WASTE RECEPTACLE SIGNAGE ELEVATION -LAVATORY
ELEVATION -EWC/DRINKING FOUNTAIN
NOTES:1. DETAILS ABOVE ARE TO BE USED FOR MINIMUM ADA CLEARANCES. 2. TOILET ROOM ACCESSORIES BY OWNER U.O.N.3. HANDICAP ACCESS MOUNTING DIMENSIONS ARE VERY CRITICAL AND HAVE NO MINUS TOLERANCES.4. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISH. FINISH THICKNESS MUST BE ADDED TO ANY ROUGH-IN DIMENSIONS.5. PROVIDE BLOCKING AS REQUIRED IN ALL WALLS FOR INSTALLATION OF TOILET ROOM ACCESSORIES.6. VERIFY ALL MOUNTING HEIGHT REQUIREMENTS WITH LOCAL BUILDING CODES.7. ANSI REQUIRES A MIN. OF 18 " VERTICAL GRAB BAR IN ADDITION TO HORIZONTAL GRAB BARS IN ACCESSIBLE TOILET & TRANSFER TYPE SHOWER STALLS . PROVIDE AS REQUIRED.
1' - 6"
0' - 6" MAX
MIN
1' - 5"
FOLDING SHOWER SEAT GRAB BAR
OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA
5' - 0" MIN
3' - 0" MIN
MIN
2' - 0"MIN1' - 0"
16"-18"MIN1' - 0"3' - 6" MAX59" MIN. FLOOR-MOUNTED56" MIN. WALL-HUNGWHEEL CHAIR ACCESSIBLE WATER CLOSETS AMBULATORY ACCESSIBLE WATER CLOSETS
16"-18"17"-19"SEE NOTE #7
39"- 41"39"- 41"MIN.1' - 6"2' - 9"7"-9"MIN.1' - 3"TOILET PAPERHOLDERMAX.1' - 7"SOAP DISPENSER FIRE EXTINGUISHER
Transfer Type Shower Compartment Size and Clearance
seat wall
915
36 (back wall)91536 (control wall)1220
48 min 91536 minSEE NOTE #7
4 max1525
60 min 76030 min76030 minback wall
sidewall
sidewall
Standard Roll-In TypeShower CompartmentSize and Clearance
controls
27 max
FOLDING SHOWER SEAT
Alternate Roll-In TypeShower CompartmentSize and Clearance 91536 min915
36 min
1525
60 min
back wall
sidewall sidewall
controls
27 maxMIN1' - 2"MIN4' - 0"MIN
3' - 0"
HC
WALL HUNGURINAL
PLAN -URINAL X ≥ 2' - 0"(J) LATCH APPROACH, PUSH SIDE
(A) FRONT APPROACH, PULL SIDE
(K) LATCH APPROACH, PUSH SIDE,
DOOR PROVIDED WITH CLOSER
(I) LATCH APPROACH, PULL SIDE,DOOR PROVIDED WITH CLOSER
(C) FRONT APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
(D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PULL SIDE (F) HINGE APPROACH, PUSH SIDE
(G) HINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
(H) LATCH APPROACH, PULL SIDE
(B) FRONT APPROACH PUSH SIDE
MIN
1' - 6"MIN5' - 0"MIN
1' - 0"MIN4' - 0"MIN4' - 0"MIN
3' - 0"MIN5' - 0"MIN4' - 6"MIN
3' - 6"MIN3' - 6"MIN
1' - 10"MIN4' - 0"MIN
1' - 10"
MIN
2' - 0"MIN4' - 6"MIN
2' - 0"
MIN
2' - 0"MIN3' - 6"MIN
2' - 0"MIN4' - 0"MIN4' - 0"MAX
2' - 0"2' - 8" MIN3' - 0" MINCLEAR WIDTH OF AN ACCESSIBLE ROUTE
MIN
4' - 0"
MIN
2' - 0"
CLEAR WIDTH AT 180° TURN
3' - 6" MIN
x < 48
3' - 6" MIN
(A) 180 DEGREE TURN (B) 180 DEGREE TURN(EXCEPTION)
3' - 0" MIN
x < 48
3' - 0" MIN4' - 0" MIN5' - 0" MIN2' - 6" MIN4' - 0" MIN
SIZE OF CLEAR FLOOR SPACE
2' - 6" MIN4' - 0" MINPOSITION OF CLEAR FLOOR SPACE
(A) FORWARD
4' - 0" MIN2' - 6" MIN(B) PARALLEL
3' - 0" MINx > 24MANEUVERING CLEARANCE IN AN ALCOVEX > 155' - 0" MIN
(A) FORWARD APPROACH (B) PARALLEL APPROACH
4' - 0" MAXMIN1' - 3"UNOBSTRUCTED FORWARD REACH 3' - 8" MAX4' - 0" MAXOBSTRUCTED HIGH FORWARD REACH
MAX
1' - 8">20-25 MAX
(A)(B)
MAX
0' - 10"
UNOBSTRUCTED SIDE REACH MIN1' - 3"4' - 0" MAX2' - 10" MAXOBSTRUCTED HIGH SIDE REACH
MAX
0' - 10"4' - 0" MAX3' - 10" MAX> 10-24 MAX 2' - 10" MAX(A)(B)
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
LIFE SAFETY CODE
SUMMARY
JAX22070 JULY 25 2022
G101
1/4" = 1'-0"1 ADA - FIXTURE ACCESSIBILITY
1/4" = 1'-0"2
ADA - MANEUVERING CLEARANCES @DOORS
1/4" = 1'-0"3
ADA - CLEAR WIDTH OF AN ACCESSIBLEROUTE/ 180° TURN
1/4" = 1'-0"4 ADA - CLEARANCE FLOOR SPACE
1/4" = 1'-0"5 ADA - REACH RANGES
No Date Description
0 July 252022 Permit Issue
WH
PROJECT DESCRIPTION
OFFICE BUILDINGOCCUPANCY: MERCANTILE OCCUPANCY -GROUP M
BUILDING DATALOCATION:363 ATLANTIC BLVD UNIT 9, ATLANTIC BEACH, FL, 32233CONSTRUCTION TYPE: III-ASPRINKLERED: NONUMBER OF FLOOR: 1TOTAL AREA: 786 S.F.
CODE INFORMATION
JURISDICTION: JACKSONVILLE -DUVAL-COUNTY
APPLICABLE CODES
BUILDING CODE: FLORIDA BUILDING CODE 2020 7TH EDITION BUILDINGFLORIDA BUILDING CODE 2020 7TH EDITION EXISTING BUILDINGFLORIDA BUILDING CODE 2020 7TH EDITION ENERGY CONSERVATION
MECHANICAL CODE: FLORIDA BUILDING CODE 2020 7TH EDITION MECHANICALPLUMBING CODE: FLORIDA BUILDING CODE 2020 7TH EDITION PLUMBING ELECTRICAL CODE: NFPA 70 NATIONAL ELECTRIC CODE 2020
LIFE SAFETY: NFPA 101 LIFE SAFETY CODE 2018 EDITIONFIRE: FLORIDA FIRE PREVENTION CODE 7TH EDITION -BASED OFF NFPA 1 AND NFPA 101 2018 EDITION
ACCESSIBILITY CODE: FLORIDA BUILDING CODE 2020 7TH EDITION ACCESSIBILITY
NOTES
1. SCOPE OF PROJECT INVOLVES A LEVEL III ALTERATION OF A 786 S.F. INTERIOR TENANT BUILD OUT FOR A TEA SHOPPE. WORK INCLUDES MECHANICAL, ELECTRICAL, AND PLUMBING; EXISTING BATHROOM TO REMAIN AS-IS, NEW PREP AREA, NEW CUSTOMER COUNTERTOP, AND FINISHES THROUGHOUT.2. TO THE BEST OF OUR KNOWLEDGE, INFORMATION, AND INTENT, BUILDING ALTERATIONS WERE DESIGNED TO AND COMPLY WITH THE APPLICABLE CODES LISTED ABOVE.3. INSPECTION OF EXISTING RATED WALLS BY ARCHITECT IS A LIMITED OBSERVATION AND DOES NOT CONFIRM THE ENTIRE EXISTING ASSEMBLY CONDITION. ADDITIONAL WORK MAY BE REQUIRED IF, DURING ANY CONSTRUCTION PHASE, THE WALL/CEILING IS DETERMINED TO BE DEFICIENT INCLUDING BUT LIMITED TO:A. FIRE CAULK ALL PIPE PENETRATIONS FOR METAL PIPES AND PVC.B. SEAL WALL TO METAL DECK PER REQUIREMENTS.C. FILL ANY HOLES IN WALL MISSING GYPSUM WALL BOARD WITH 5/8" FIRE RATED GYPSUM WALL BOARD PER REQUIREMENTS.4. ALL VISIBLE EMERGENCY LIGHTS AND EXIT SIGNS OBSERVED ARE INDICATED ON PLAN. OWNER SHALL PROVIDE ADDITIONAL FIXTURES AS INDICATED ON LIFE SAFETY PLAN..5. OWNER SHALL VERIFY BATTERY BACKUP CIRCUITS ARE PRESENT & MEET THE REQUIREMENTS OF NFPA 101 7.8 AND FBC 1008.3. PROVIDE IF NECESSARY. 6. CONTRACTOR SHALL PROVIDE TACTILE SIGNAGE PER NFPA 101 7.10.1.3. READING "EXIT" AT ALL EXTERIOR DOORS.7. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE DISCONNECT & SIGNAGE PER NFPA 70 230.70 & NFPA 1 11.1.7.8. ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 SECTION 7.8 AND FBC 1008.3.9. ALL NEW INTERIOR FINISHES SHALL COMPLY WITH NFPA 101 10.2 AND FBC 803 & 804
CODE REFERENCE FLORIDA BUILDING CODECHAPTER 8. INTERIOR FINISH REQUIREMENTS
SECTION 803.1.1 FINISH REQUIREMENTS TABLE 803.11 MERCANTILE OCCUPANCY -NON -SPRINKLEREDEXITS: CLASS-A, FLAME SPREAD 0-25; SMOKE DEVELOPED INDEX 0-450EXIT ACCESS: CLASS-B, FLAME SPREAD 26-75; SMOKE DEVELOPED INDEX 0-450OTHER SPACES: CLASS-C, FLAME SPREAD 76-200; SMOKE DEVELOPED INDEX 0-450
CHAPTER 9. FIRE PROTECTION REQUIREMENTSSEE NFPA 10(1-6) FIRE EXTINGUISHER REQUIREMENTS FOR MORE DETAILS
TABLE 906.3.(1) FIRE EXTINGUISHERS FOR CLASS A HAZARDS -LIGHT-LOW HAZARD OCCUPANCYMAXIMUM AREA PER EXTINGUISHER: 11,250 SQ. FT.MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER: 75 FT
SECTION 907.2.2 GROUP BMANUAL FIRE ALARM SYSTEMS SHALL BE INSTALLED WITH AN OCCUPANT LOAD OF 500 OR MORE, OR WHEN THE OCCUPANCY LOAD IS MORE THAN 100 PERSONS ABOVE OR BELOW THE LOWEST LEVEL OF EXIT DISCHARGE
CHAPTER 10. MEANS OF EGRESSSECTION 1003 GENERAL MEANS OF EGRESS
1003.2 CEILING HEIGHT: REQUIRED: 7'-6" MIN.
1003.3 PROTRUDING OBJECTS1003.3.1 MINIMUM HEADROOM AT MEANS OF EGRESS DOORS REQUIRED: 6'-8" MIN, 6'-6" DOOR CLOSER1003.3.2 POST-MOUNTED OBJECTSREQUIRED: 4" MAX1003.3.3 HORIZONTAL PROJECTIONSREQUIRED: 4" MAX1003.3.4 CLEAR WIDTHPROTRUDING OBJECTS SHALL NOT REDUCED THE MINIMUM CLEAR WIDTH OF ACCESSIBLE ROUTES
1003.4 FLOOR SURFACEWALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED
1003.5 ELEVATION CHANGELESS THAN 12": SLOPED SURFACESSLOPE GRATER THAN 1:20, PROVIDE RAMPLESS THAN 6: RAMP REQUIRES HANDRAILS OR FLOOR FINISH MATERIAL THAT CONTRAST WITH ADJACENT FLOOR FINISHEXCEPTIONS:
OCCUPANCY LOAD. TABLE 1004.5SEE CODE SUMMARY SCHEDULES: MEANS OF EGRESS TABLE
EGRESS WIDTH. SECTION 1005SEE MEANS OF EGRESS SCHEDULE FOR ACTUAL MINIMUM EGRESS WIDTH REQUIRED BASED ON OCCUPANCY LOAD
SECTION 1005.3.1 AND 1005.3.2 EGRESS WIDTH PER PERSON SECTION 1005.3.1. STAIRS:0.3" / OCCUPANT SECTION 1005.3.2 OTHER EGRESS COMPONENTS: 0.2" /OCCUPANT
SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYSTABLE 1006.2.1. SPACES WTH ONE EXIT OR EXIT ACCESS DOORWAYS -COMMON PATH OF TRAVELMAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (FT)MAXIMUM OCCUPANT LOAD OF SPACE WITHOUT SPRINKLER SYSTEM
MERCANTILE 49 OCC L = 75<30 -75 >30
TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY (1-500 OCC. LOAD)2
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION1007.1.1 TWO EXITS OR EXITS DOORWAYSEXIT SEPARATION: ½ OF DIAGONAL OF THE LENTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. ≥1/2 MAX. DIAGONAL DISTANCE= MIN. SEPARATION REQUIRED: 1/2 X 51'-1" = 25'-7" , (ACTUAL) = 48'-10"
SECTION 1008. MEANS OF EGRESS ILLUMINATION1008.2 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED
1008.2.1 ILLUMINATION LEVEL. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL.
1008.3 EMERGENCY POWER FOR ILLUMINATION.
SECTION 1009 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESIBLE MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
TABLE 404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATESA MINIMUM 18" UNOBSTRUCTED MANEUVERING CLEARANCE ON PULL SIDE OF DOOR(S).A MINIMUM 12" UNOBSTRUCTED MANEUVERING CLEARANCE ON PUSH SIDE OF DOOR(S) IF DOOR HAS BOTH A CLOSER AND LATCH.
ACCESSIBLE COUNTER SURFACE NO MORE THAN 34" A.F.F.
SECTION 604.5 GRAB BARS A MINIMUM 36" WIDE REAR GRAB BAR. A MINIMUM 42" LONG SIDE GRAB BAR.LEVER HARDWARE ON NEW OR RE-HUNG DOORS.NO KEY LOCKS ON EGRESS SIDE OF DOOR.
SECTION 6 PLUMBING ELEMENTS AND FACILITIES.
SECTION 1010 DOOR, GATES AND TURNSTILESSECTION 1010.1.1 THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES
SECTION 1011 STAIRWAYS1011.2 WIDTH AND CAPACITY. THE REQUIRED CAPACITY OF STAIRWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN 44 INCHES. SEE SECTION 1009 FOR ACCESSIBLE MEANS OF EGRESS STAIRWAYS.
SECTION 1012 RAMPS1012.2 SLOPE. RAMPS USED AS PART OF A MEANS OF EGRESS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8-PERCENT SLOPE). THE SLOPE OF OTHER PEDESTRIAN RAMPS SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN EIGHT UNITS HORIZONTAL (12.5-PERCENT SLOPE).
1012.6.3 LANDINGS. THE LANDING LENGTH SHALL BE 60 INCHESSECTION 1016 EXIT ACCESS
SECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
SECTION 1020. CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING UNSPRINKLEREDMERCANTILE OCCUPANCY IF OCCUPANT LOAD SERVED BY CORRIDOR IS GREATER THAN 30 1 HOURSECTION 1020.2. MINIMUM CORRIDOR WIDTHANY FACILITIES MINIMUM WIDTH 44" INCHESWITH AN OCCUPANCY LOAD OF LESS THAN 50 36 INCHES
SECTION 1020.4 DEAD END CORRIDOR: UNSPRINKLEREDMAXIMUM DEAD END CORRIDOR 20'
SECTION 1022 EXITS ONCE A GIVEN LEVEL OF EXIT PROTECTION IS ACHIEVED, SUCH LEVEL OF PROTECTION SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE EXIT DISCHARGE. EXITS SHALL BE CONTINUOUS FROM THE POINT OF ENTRY INTO THE EXIT TO THE EXIT DISCHARGE.
SEE CODE SUMMARY SCHEDULES: OCCUPANCY LOADNUMBER OF EXITS PROVIDED AND EXITS DISCHARGE PROVIDED
CHAPTER 11. ACCESSIBILITYSECTION 1103.1. WHERE REQUIRED.SITES, BUILDINGS, STRUCTURES, FACILITIES, ELEMENTS AND SPACES, TEMPORARY OR PERMANENT, SHALL BE ACCESSIBLE TO PERSONS WHIT PHYSICAL DISABILITIES
CODE REFERENCE NFPA
OCCUPANCY AND CONSTRUCTION TYPEOCCUPANCY TYPE SUB-CLASSIFICATION: OCCUPANCY, PER NFPA 6.1.
MERCANTILE, PER NFPA 101 A6.1.10.1-4 RESTAURANT WITH FEWER THAN 50 PERSONSCONSTRUCTION TYPE:TYPE III PER NFPA 220 4.4, NON-SPRINKLEREDTOTAL AREA: 786 G.S.F.
TRAVEL DISTANCEGROUP 'M' MERCANTILE, NON-SPRINKLERED
MAXIMUM COMMON PATH OF TRAVEL ALLOWED:75'-0", PER NFPA 101 36.2.5.3 LOW OR ORDINARY HAZARD
MAXIMUM TRAVEL DISTANCE ALLOWED: (ACTUAL) =47'-0"150'-0" PER NFPA 101 36.2.6.1 ORDINARY HAZARD75'-0" PER NFPA 101 36.2.6.3 HIGH HAZARD
MAXIMUM DEAD END CORRIDOR DISTANCE ALLOWED: (ACTUAL) = 020'-0" PER NFPA 101 36.2.5.2.2
EXITS (BASED ON HIGHER SEAT COUNT)
EXIT UNITS REQ'D = 22 X .2" = 4.4" (32" MIN)2 EXITS REQUIRED PER NFPA 101 7.4.1.1PROVIDED 2 EXITS = 64" TOTAL EXIT UNITSMIN. SEPARATION BETWEEN EXITS≥1/2 MAX. DIAGONAL DISTANCE PER NFPA 101 7.5.4.2MIN. SEPARATION REQUIRED: 1/2 X 51'-1" = 25'-7" , (ACTUAL) = 48'-10"
LIFE SAFETY LEGEND
1iLength
101(Occupancy Load Served Per Door Egress Width)Doors Clear Width
EXIT
EGRESS DOOR TAG
CLEAR SPACE REQUIRED
PATH OF TRAVEL
PRIMARY EGRESS PATH. MAINTAIN 44" CLEAR DIMENSION ALONG ENTIRE PATH OF TRAVEL EXPEPT WHERE NOTED
FIRE EXTINGUISHER
1i
A
1
Occupancy Legend
MERCANTILE GROUP M
B
EXISTINGRESTROOM
103
PREP AREA
102CORRIDOR
101
47'PoT 1
102(170)
389 SF
PREP AREA
MERCANTILE GROUP M
KITCHENS, COMMERCIAL
232 SF
SEATING AREA
MERCANTILE GROUP MASSEMBLY WITHOUT FIXEDSEATS -UNCONCENTRATED
164 SF
Area
MERCANTILE GROUP M
MERCANTILE
51' - 1 13/16"48' - 10 11/16"25'PoT 2
2
NEW 2 HOUR FIRE RATED BARRIER U421. SEE SHEET G103
EXISTING 1 HOUR FIRE RATED PARTITION
4
A601
3
A601
100(170)
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
LIFE SAFETY
FLOOR PLAN
JAX22070 JULY 25 2022
G102
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
N
SERENE ADVANCED SKIN CARE
TREATA TEA SHOPPE
14
THE CANDLE GARDEN STORE
13 12 11 10 9 8 7 6 5 4 3 2 1
KEY PLAN
MEANS OF EGRESS WIDTH
FUNCTION OF SPACE OCCUPIED AREAAREA PER OCCUPANTOCCUPANCY LOADWIDTH PER OCC.MIN. WIDTH IN INCHESCOMMENTS MEANS OFEGRESS
1ST FLOOR
MERCANTILE GROUP M
ASSEMBLY WITHOUTFIXED SEATS -UNCONCENTRATED
232 SF 15 SF 15 0.2 3
KITCHENS,COMMERCIAL 389 SF 200 SF 2 0.2 0.4
MERCANTILE 164 SF 30 SF 5 0.2 1
786 SF 22 4.4
Grand total 786 SF 22 4.4
EXITS PROVIDED - 1ST LEVEL
MARK OCC. SERVED PER DOORWIDTH
1ST FLOOR
BUSINESS
100 170
102 170
Grand total: 2
MARK OCCUPANCY
TRAVELDISTANCE
MAX.TRAVELDISTANCE SPRINKLERED COMMENTS
1ST FLOOR
PoT 1 MERCANTILE 47' 75' No
PoT 2 MERCANTILE 25' 75' No
TOTAL BUILDING AREAS
OCCUPANCY OCC. AREA COMMENTS
1ST FLOOR
MERCANTILE GROUP M 786 SF
786 SF
1/4" = 1'-0"1 LIFE SAFETY PLAN
1
1
1
1
1
1
1
1
U421 -NON BEARING WALL ASSEMBLY
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
DesignerGABRIEL ARANGO
License No.-AR93416
ASSEMBLY
DETAILS
JAX22070 JULY 25 2022
G103
No Date Description
1 Sept 292022 Revision 1
1
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE DESIGNER DOES NOT ASSUME LIABILITY FOR ANY ERRORS AND OR OMISSIONS, ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS
2. DIMENSIONS INDICATED ARE NOT FIELD DIMENSIONS AND ARE PROVIDED FOR BIDDING PURPOSES ONLY. THEY MAY VARY DEPENDING UPON ACTUAL LOCATION AND EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL FIELD CONFIRM FOR ACCURACY BEFORE STARTING CONSTRUCTION.
3. THOROUGHLY CLEAN AND PREP ALL EXISTING SURFACES TO REMAIN AS REQUIRED TO ACCEPT NEW FINISH MATERIALS. TYPICAL FOR CEILINGS, FLOORS AND WALLS.
4. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION. NO ADDITIONAL COSTS WILL BE PAID BY THE OWNER UNLESS VERIFIED (VIA RFI) DURING THE BIDDING PROCESS.
5. CONTRACTOR SHALL REPAIR AND REFINISH ALL CONTRACTOR RELATED DAMAGES AND RELATED AREAS AFFECTED BY RENOVATION WORK BACK TO THEIR ORIGINAL CONDITION AS NEW AND IN AN ACCEPTABLE MANNER TO OWNER / ARCHITECT.
6. IF THE CONTRACTOR DURING THE COURSE OF HIS CONTRACTED WORK ENCOUNTERS MATERIAL(S) CONTAINING ASBESTOS, HE IS TO STOP WORK IN THAT AREA AND IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE.
7. ALL EXISTING AREAS ADJACENT TO RENOVATED AREAS SHALL BE PAINTED / REFINISHED "NEW" TO MATCH ADJACENT RENOVATED FINISH AND CONDITIONS. MATERIALS AND COLORS TO BE PROVIDED BY OWNER.
8. REFER TO MEP DRAWINGS FOR ALL ELECTRICAL, MECHANICAL AND PLUMBING DEMOLITION.
A
1
2
A601
1
A601
1
B
2
2 3
4
1
1
5
EXISTING 1 HOUR FIRE RATED PARTITION
EXISTING 1 HOUR FIRE RATED PARTITION
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
1RST FLOOR
DEMOLITION PLAN
JAX22070 JULY 25 2022
D110
MARK DESCRIPTION
1 REMOVE ALL INTERIOR PARTITIONS, DOORS, FLOOR FINISHES AS REQUIRED FOR NEW WORK.
2 EXISTING RESTROOM WALLS, CEILING, LIGHT FIXTURES AND TOILET TO REMAIN AS -IS.
3 EXISTING ELECTRICAL PANELS TO REMAIN AS-IS
4 REMOVE EXISTING ACOUSTICAL CEILING AND LIGHTING
5 EXISTING OUT SWING DOOR TO BE REUSED. CHANGE SWING. REUSE EXISTING HARDWARE AND FRAMEAS REQUIRED
1/4" = 1'-0"2 1ST FLOOR DEMOLITION PLAN
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
1 1
WH
A
1
2
A601
1
A601
2
16' - 1 3/4"48' - 6"7' - 5"5' - 6 3/4"
11' - 11 3/8"
3' - 0"4' - 7"14' - 7"14' - 5 1/2"5' - 0"21' - 0 5/8"6' - 4 1/8"3' - 0"10' - 2 1/8"
3' - 10 3/4"12' - 3"
2' - 10"
1
3
4
5
9
6
12
11
13
25
14
10
7
8 8
15
16
18
17
19
20212223
24
26
27
14' - 3 7/8"3' - 0"28
B
SEATING AREA
100
PREP AREA
102
CORRIDOR
101
EXISTING
RESTROOM
103
102(170)
103
2
1B
1B
1B
1B
1B.2
NEW 2 HOUR FIRE RATED BARRIER U421. SEE SHEET G103
EXISTING 1 HOUR FIRE RATED PARTITION
1B.1
1B.2 1B.1
4
A601
3
A601
A401
1
3' - 0"A401
6
100(170)
3' - 0 1/2"28' - 4"0' - 10"
3A
3A
1B
3A
1B
1B
1.0 GENERAL REQUIREMENTS:
1.0.2 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOP DRAWINGS AND SUBMITTALS REQUIRED BY JURISDICTION FOR PERMITTING AND FINAL INSPECTIONS. THESE MAY INCLUDE BUT ARE NOT LIMITED TO FIRE ALARM, SPRINKLER, LOW VOLTAGE WORK ETC. ALL LIGHT FIXTURES AND FINISH MATERIALS WILL REQUIRE FULL PRODUCT SUBMITTALS.1.0.3 INSTALLATION, SUBMITTAL REQUIREMENTS AND ADMINISTRATIVE REQUIREMENTS ARE TO BE PROVIDED PER SPECIFICATIONS SHEET OR MANUAL. IF NEITHER IS PROVIDED, PLEASE CONTACT ARCHITECT IMMEDIATELY FOR VERIFICATION.1.0.4 CONTRACTOR TO THOROUGHLY FIELD VERIFY SITE PRIOR TO PRICING TO INSURE FIELD CONDITIONS, DIMENSIONS AND QUANTITIES ARE CONSIDERED IN PREPARATION OF FINAL COSTS AND CONSTRUCTABLITY.1.0.5 CONTRACTOR TO VERIFY PENETRATIONS THROUGH PARTITIONS (SUCH AS DUCTWORK ETC.) TO INSURE THAT ADEQUATE BRACING AND REINFORCEMENT ARE PROVIDED.1.0.6 CONTRACTOR SHALL PROVIDE LABOR + MATERIAL AS REQUIRED FOR WORK WHICH MAY NOT FALL INTO JURISDICTION OF A SPECIFIC TRADE BUT IS REQUIRED FOR PROPER JOB EXECUTION AND COMPLETION OF CONSTRUCTION.1.0.7 CONTRACTOR AND VENDORS SHALL DETERMINE AVAILABILITY OF ALL MATERIALS. ANY DELIVERY SCHEDULE THAT MAY CAUSE COORDINATION ISSUES DURING CONSTRUCTION / INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY, FOR POSSIBLE RE-EVALUATION OF MATERIAL DESIGNATION.
1.1 GENERAL PARTITION NOTES:
1.1.1 REFER TO GENERAL PARTITION STANDARDS FOR TYPICAL INFORMATION.1.1.2 THE PARTITION ABOVE DOORS SHALL BE OF SAME CONSTRUCTION AS THE ADJACENT PARTITION.1.1.3 CAULK GAPS WHERE INTERSECTIONS OF CONSTRUCTION ELEMENTS ARE NOT CRISP AND CONSISTENT. COORDINATE CAULKING & SEALING WITH SPECIFICATIONS SHEET OR MANUAL, INSTALL PER MANUFACTURERS INSTRUCTIONS.
1.1.4 A LEVEL FLOOR SHALL BE PROVIDED AT ALL DOORWAYS TO INSURE TOLERANCES IN DOOR DETAILS ARE MET. GC SHALL PROVIDE DOORS AND FRAMES FOR SCRIBE TO INSURE THAT UNDERCUT CLEARANCE PER DETAILS.1.1.5 CONTRACTOR SHALL VERIFY ALL EXISTING WALLS / DEMISING WALLS / CORE WALLS WHERE EXPOSED OR HIDDEN BEHIND NON-RATED MATERIAL IN ORDER TO PROVIDE INFILL AND PATCH ANY EXISTING OPENING TO MEET REQUIRED FIRE RATINGS.1.1.6 DIMENSIONS:A. SCALES AS STATED ARE VALID ON THE ORIGINAL DRAWING ONLY. DO NOT SCALE FROM THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC PRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS.B. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES. ANY MODIFICATIONS OR DEVIATION TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND APPROVAL.C. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM A "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED PRIOR TO THE START OF CONSTRUCTION. HIGH POINTS, LOW POINTS, IRREGULARITIES IN FLOOR SLAB WHICH COULD AFFECT FABRICATION / INSTALLATION, WORK OF OTHER TRADES OR VENDORS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT.1.1.7 MATERIALS:A. INSTALL MOISTURE RESISTANT GWB AT AREAS EXPOSED TO MOISTURE INCLUDING BUT NOT LIMITED TO TOILETS, BREAKROOM COUNTERS AND OTHER SINK LOCATIONS.B. ALL NECESSARY WOOD BLOCKING / GROUNDS ETC. ARE TO BE FIRE RETARDANT TREATED. GC SHALL FULLY COORDINATE SETTING AND PLACEMENT TO THESE ELEMENTS AND INSURE THAT LOCAL CODE / BUILDING REQUIREMENTS ARE MET.C. GROUNDS / BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWING. STANDARD CONSTRUCTION PRACTICE SHALL GOVERN / DETERMINE SAID USE.D. INTERNAL WOOD BLOCKING SHALL BE PROVIDED FOR STURDY ANCHORAGE AT INTERSECTIONS OF WOOD PARTITIONS AND ADJACENT DRYWALL CONSTRUCTION.
SUPPLY GRILLE
RECESSED CAN LIGHT
RETURN GRILLE
EXHAUST FAN
2 X 4 PARABOLIC TROFFER
PENDANT LIGHT
EMERGENCY BATTERY UNITLIGHTING FIXTURE
EXIT SIGN (TACTILE EXIT SIGNAGE
A
1
2
A601
1
A601
B
PREP AREA
102
EXISTINGRESTROOM
103
CORRIDOR
101
SEATING AREA
100
8' - 6"
8' - 6"
9' - 10"
9' - 10"
9' - 10"
8' - 10"
2
NEW 2 HOUR FIRE RATED BARRIER U421. SEE SHEET G103
EXISTING 1 HOUR FIRE RATED PARTITION
PREP AREA
102
1A -ACT
2A-ACT
3A -GWB
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
OVERALL 1ST
FLOOR PLAN &
RCP
JAX22070 JULY 25 2022
A110
1/4" = 1'-0"1 OVERALL 1ST FLOOR PLAN
MARK Description
1 FRIDGE
2 ICE MACHINE
3 3 COMPARTMENT SINK
4 WATER HEATER
5 MOP SINK
6 WORK TABLE #1
7 CHEST FREEZER
8 INDUCTION BURNER
8 INDUCTION BURNER
9 WATER FILTER SYSTEM
10 HAND SINK
11 TOPPING FRIDGE
12 UNDER COUNTER FREEZER
13 UNDER COUNTER FRIDGE
14 TEA STATION
15 DROP-IN KITCHEN SINK
16 DROP IN ICE BIN
17 SEALING MACHINE #1 OVER HIGH TOP
18 SUGAR MACHINE
19 RO WATER SYSTEM UNDERCOUNTER. COORDINATE WITH SINK ANDFAUCET
20 HOT WATER DISPENSER
21 BLENDER
22 ESPRESSO MACHINE
23 BOBA WARMER
24 SEALING MACHINE #2
25 CASHIER P.O.S.
26 2 TV's MOUNTED FROM CEILING
27 WALL MOUNTED TV
28 2 DRAWERS BELOW P.O.S. FIELD VERIFY WIDTH
1/4" = 1'-0"3 REFLECTED CEILING PLAN 1ST FL
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
N
SERENE ADVANCED SKIN CARE
TREATA TEA SHOPPE
14
THE CANDLE GARDEN STORE
13 12 11 10 9 8 7 6 5 4 3 2 1
KEY PLAN
1
1
B
4
A601
3
A601
7' - 6"2' - 6"
6' - 0"1' - 2"2' - 6"8' - 6"
PREP AREA
102
6' - 4"3' - 0"3' - 0"3' - 0"3' - 0 3/4"4' - 0"3' - 0"2' - 6"A401
2
3
A4015
4
UNDER COUNTER FRIDGE
UNDER COUNTER FREEZER
TOPPING FRIDGE
6' - 0"
MDF OPEN CABINETS BELOW WITH PLASTIC LAMINATE FINISH ALL SURFACES
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
QUARTZ COUNTERTOP ON 3/4" PLYWOOD
2' - 8"5/8" GYPSUM BOARD OVER 3 5/8" 25 GA. METAL STUDS AT 16" O.C. BELOW COUNTERTOP
6' - 2 1/2"
6' - 1"
1ST FLOOR0' -0"
8' - 6"3' - 2"4' - 1"
UNDER COUNTER FRIDGEPOLISHED STAINED CONCRETE FLOORS
WOOD BASEBOARD. PAINT
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES. COORDINATE WITH KITCHEN EQUIPMENT
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
OPEN
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES.
1ST FLOOR0' -0"
B
POLISHED STAINED CONCRETE FLOORS
WOOD BASEBOARD. PAINT
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES.
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
OPEN
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
6' - 1"
6' - 0"3' - 2"4' - 10"1' - 8"QUARTZ COUNTERTOP ON 3/4" PLYWOOD
1ST FLOOR0' -0"
POLISHED STAINED CONCRETE FLOORS
WOOD BASEBOARD. PAINT
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES. COORDINATE WITH KITCHEN EQUIPMENT
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
OPEN2' - 10"2' - 0"2' - 0"
QUARTZ COUNTERTOP ON 3/4" PLYWOODMDF DRAWERS WITH PLASTIC LAMINATE FINISH ALL SURFACES
UNDER COUNTER FREEZER
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
6' - 4"3' - 2"1ST FLOOR0' -0"
UNDER COUNTER FRIDGE
POLISHED STAINED CONCRETE FLOORS
WOOD BASEBOARD. PAINT
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES. COORDINATE WITH KITCHEN EQUIPMENT
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
OPENTOPPING FRIDGE
OPEN
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
7' - 6"3' - 2"5/8" GYPSUM BOARD OVER 3 5/8" 25 GA. METAL STUDS AT 16" O.C.3' - 2"A
2
5' - 6 3/4"7' - 5"0' - 6"3' - 0"1' - 0"3' - 6"SURFACE MOUNTED SOAP DISPENSER
ADA MIRROR (18" X 36")SURFACE MOUNTED PAPER TOWEL DISPENSER
SURFACE MOUNTED TOILET PAPER DISPENSER
36" GRAB BAR
42" GRAB BAR
SURFACE MOUNTED SANITARY NAPKIN DISPOSAL
A4017
8
1' - 3"1ST FLOOR0' -0"
2
EXISTING8' - 10"2' - 10"3' - 6"1' - 0"
18" x 36" ADA MIRROR
SURFACE MOUNTED SOAP DISPENSER
36" GRAB BAR
42" GRAB BAR
SANITARY NAPKIN DISPOSAL
TOILET PAPER DISPENSER
PAPER TOWEL DISPENSER
INSULATE OR COVER DRAIN WATER PIPING ON H.C. SINK
7' - 5"
1ST FLOOR0' -0"
36" GRAB BAR
42" GRAB BAR
SANITARY NAPKIN DISPOSAL
TOILET PAPER DISPENSER 2' - 10"0' - 6"3' - 0"EXISTING8' - 10"5' - 6 3/4"
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
ENLARGED PLANS
JAX22070 JULY 25 2022
A401
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
1/2" = 1'-0"1 ENLARGED PREP AREA
1/2" = 1'-0"2 Elevation 2 1/2" = 1'-0"3 Elevation 3
1/2" = 1'-0"4 Elevation 4
1/2" = 1'-0"5 Elevation 5
1/2" = 1'-0"6 ENLARGED RESTROOM
1/2" = 1'-0"7 Elevation 6
1/2" = 1'-0"8 Elevation 7
1
1
CLOSER
CYLINDER
1 LOCK
3 HINGES
DESCRIPTION
HARDWARE # 1 (RESTROOM)
MODEL # MANUFACTURER
1
4 1/2" X 4 1/2"STANLEY
AUR 8702FL YALE
YALE
400 SERIES PARALLEL ARM YALE
ADA SIGN1 529 TRIMCO
OR APPROVED EQUAL
TYPE 1 -NON-BEARING GYPSUM BOARD
NOTES:• METAL STUDS WITH 5/8" OR 1/2" GYPSUM WALLBOARDEACH SIDE, (TYPE X GYPSUM WALL BOARD AT RATED PARTITIONS)• INSULATION AS SCHEDULEDSEE SCHED
WALL TYPE CATEGORY
PARTITION TYPE
FIRE RATED HOURS
PARTITION TYPES
1A.2
SEE SCHEDSEE SCHEDSEE SCHED
1ST FLOOR0' -0"
12
A601
1RST FL CEILINGHEIGHT9' -10"
ROOF DECK11' -9"1' - 8"2' - 7 1/8"
1' - 2"
2' - 6"3' - 2"2' - 10"2
8' - 6"A601
4
3' - 2"1ST FLOOR0' -0"
A 1
A601
1RST FL CEILINGHEIGHT9' -10"
ROOF DECK11' -9"
B
8' - 5 1/2"4
A601
1ST FLOOR0' -0"
5/8" GYPSUM BOARD OVER 3 5/8" 25 GA. METAL STUDS AT 16" O.C.
POLISHED STAINED CONCRETE FLOORS
PATCH AND REPAIR EXISTING WALLS INVOLVED IN NEW CONSTRUCTION. PAINT WALLS AS REQUIRED
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
(2) 2X4 TOP PLATE
RUNNER TRACK SAME G.A. AS STUDS. SECURE TO SLAB W 3/4" POWER DRIVEN PIN @ 16" O.C.
QUARTZ COUNTERTOP ON 3/4" PLYWOOD
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
1' - 2"1' - 8"2' - 10"4' - 10"3' - 2"3' - 0"
0' - 5"
0' - 3 1/2"
3' - 0"
MDF OPEN CABINET WITH PLASTIC LAMINATE FINISH ALL SURFACES
0' - 3 1/2"0' - 1"0' - 3 1/2"2' - 5"MDF DRAWER WITH PLASTIC LAMINATE FINISH ALL SURFACES
WOOD BASEBOARD. PAINT
QUARTZ COUNTERTOP ON 3/4" PLYWOOD
2' - 9"5/8" GYPSUM BOARD OVER 3 5/8" 25 GA. METAL STUDS AT 16" O.C.
1ST FLOOR0' -0"
1RST FL CEILINGHEIGHT9' -10"
NEW 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS W/ BATT INSULATION FILL. PAINT
POLISHED STAINED CONCRETE FLOORS
BRACE STUDS BACK TO STRUCTURE AS REQUIRED
ACOUSTICAL CEILING TILE AND GRID.
PATCH AND REPAIR EXISTING RESTROOM WALLS INVOLVED IN NEW CONSTRUCTION. PAINT WALLS AS REQUIRED
CORRIDOR
101
1/2" CEILING GRADE GYPSUM BOARD OVER 3 5/8" METAL STUDS @ 24" O.C.
WOOD BASEBOARD. PAINT
MDF SUPPORT WITH PLASTIC LAMINATE FINISH ALL SURFACES. COORDINATE WITH KITCHEN EQUIPMENT
QUARTZ COUNTERTOP & BACKSPLASH ON 3/4" PLYWOOD
2' - 6"
RUNNER TRACK SAME G.A. AS STUDS. SECURE TO SLAB W 3/4" POWER DRIVEN PIN @ 16" O.C.
PREP AREA
102
3' - 2"HOLLOW METAL FRAME, ATTACHED W/ COUNTERSUNK SCREW. SEE SCHEDULE -SEALANT AROUND PERIMETER OF FRAME BOTH SIDES
DOOR -SEE SCHEDULE
CAULK ALL AROUND, BOTH SIDES
5/8" GWB OVER METAL STUDS
SHEET NUMBER:
PROJECT NO.:
DRAWING TITLE:
ISSUE DATE:TREATA TEA SHOPPEINTERIOR BUILD OUT363 ATLANTIC BLVD UNIT 9ATLANTIC BEACH, FL, 32233119424 BAYMEADOWS RDSUITE 250JACKSONVILLE, FL, 32256ALL CONSTRUCTION& DEVELOPERS NFPERMIT SET
ArchitectGABRIEL ARANGO
License No.-AR93416
SCHEDULES
JAX22070 JULY 25 2022
A601
DOOR SCHEDULE
MARK LOCATION
DIMENSIONS FRAME
COMMENTS
DOOR PANEL SIZE
THK
DOOR PANEL PROPERTIES FRAMEMATERIAL DEPTHWIDTH HEIGHT TYPE DOOR MATERIAL
1ST FLOOR
100 SEATING AREA 3' - 0" 7' - 0" 0' - 1 3/4" FG GLASS ALUMINUM EXISTING OUT SWING DOOR TO BE REUSED. CHANGE SWING.REUSE EXISTING HARDWARE AND FRAME AS REQUIRED
101 CORRIDOR 0' - 0" 0' - 0" DOOR OPENING
102 PREP AREA 3' - 0" 7' - 0" 0' - 1 3/4" FHM HOLLOW METAL METAL EXISTING TO REMAIN AS-IS
103 EXISTING RESTROOM 3' - 0" 7' - 0" 0' - 1 3/4" FWD WOOD METAL HARDWARE #1
ROOM FINISH SCHEDULE
ROOM No. ROOM NAME
ROOM FINISH CEILING
COMMENTSROOM AREA FLOOR BASE WALL CEILING CEILING HT
1ST FLOOR
100 SEATING AREA 233 SF POLISHEDCONCRETE WOOD BASE PAINT GYPSUM BOARD CEILING 9' - 10"
101 CORRIDOR 110 SF POLISHEDCONCRETE WOOD BASE PAINT GYPSUM BOARD CEILING 9' - 10"
102 PREP AREA 360 SF POLISHEDCONCRETE WOOD BASE PAINT ACOUSTICAL CEILING 8' - 6" WASHABLE KITCHEN ZONE TILES BY ARMSTRONG OR APPROVED EQUAL
103 EXISTINGRESTROOM 41 SF POLISHEDCONCRETE WOOD BASE PAINT ACOUSTICAL CEILING 8' - 10" EXISTING
WALL SCHEDULE
MARK THICKNESS FIRE RATING
INSULATIONLAYER R-VALUE DESCRIPTION
WALL CATEGORY TYPE 01 - INTERIOR PARTITIONS
1B 0' - 4 7/8" - 3 5/8" METAL STUD INSULATION FILL - 5/8" GYPSUM BOARD ON EACH SIDE - UP TO CEILING HEGHT
1B.2 0' - 6 1/8" 2 HOUR U421 EXISTING 3 5/8" METAL STUD WALL - ADD 2 LAYERS OF 5/8" GYPSUM BOARD OF TYPE "X" ON INTERIOR SIDE - FULL HEIGHT TO DECK ABOVE
WALL CATEGORY TYPE 03 - PLUMBING CHASE
3A 0' - 4 1/4" - 3 5/8" METAL STUD - 5/8" MOISTURE RESISTANT GYPSUM BOARD ON ONE SIDE - UP TO CEILING HEIGHT
CEILING SCHEDULE
MARK AREA
PRODUCT INFORMATION
COMMENTSMANUFACTURER MODEL DESCRIPTION
TYPE 01: SUSPENDED ACOUSTICAL CEILING TILE
1A - ACT 41 SF EXISTING 24" X 24" ACT SYSTEM
TYPE 2: WASHABLE SUSPENDED ACOUSTICAL CEILING TILE
2A-ACT 336 SF ARMSTRONG KITCHEN ZONE 24"X24" ACT SYSTEM - WASHABLE OR APPROVED EQUAL
TYPE 03: INTERIOR HARD CEILINGS - GWB
3A - GWB 337 SF 3 5/8" METAL STUD - 5/8" GYPSUMBOARD ON ONE SIDE
No Date Description
0 July 252022 Permit Issue
1 Sept 292022 Revision 1
1/4" = 1'-0"1 BUILDING SECTION EAST WEST
1/4" = 1'-0"2 BUILDING SECTION NORTH SOUTH
1" = 1'-0"4 WALL & COUNTER SECTION1" = 1'-0"3 TYP. WALL SECTION
3" = 1'-0"5
HEAD/ JAMB - DOOR - HM FRAME @MTL. STUD
1