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Drawing Title
COVER
SHEET
Scale AS—NOTED
Project No. 18084.01
Date
Principal:
BWR
Project
Director:
Project
Manager:
BRE
Drafted
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Sheet No.
AO.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
GEN. CONSTRUCTION NOTES: GEN. CONSTRUCTION NOTES: PROJECT DESCRIPTION: ZONING CODE INFORMATION LIST OF DRAWINGS REVISIONS
.
1. ALL WORK SHOWN OR IMPLIED SHALL COMPLY WITH APPLICABLE 30. LOCATING PARTITIONS ON CENTERLINE OF MULLIONS OR EXISTING THESE DOCUMENTS DESCRIBE THE MODIFICATION TO THE EXISTING CONCRETE
LOCAL, STATE AND NATIONAL BUILDING CODES, REGULATIONS AND STRUCTURAL COLUMNS, WHERE APPLICABLE, SHALL TAKE PRECEDENCE DEMISING WALL AT 1200 SW 35TH STREET IN BOYNTON BEACH, FLORIDA.
ORDINANCES. ALL CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO OVER GIVEN DIMENSIONS. THE VACANT TENANT AREA WILL INCREASE FROM 37,880 SF, TO 46,555 SF. ARCHITECTURAL
K THE ATTENTION OF RLC ARCHITECTS, PA., (THE ARCHITECT OF RECORD) THESE DOCUMENTS WILL BE PERMITTED UNDER THE CURRENT 2017 FLORIDA ZONING DISTRICT: M-1 (INDUSTRIAL) AO.00 COVER SHEET
PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. 31. WHERE DISSIMILAR METALS COME IN CONTACT, CONTRACTOR IS TO BUILDING CODE.
PREVENT VIBRATIONS AND NOISE TRANSMISSION BETWEEN THE METALS SITE AREA: (8.09 ACRES) A0.10 GENERAL INFORMATION
2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND ELECTROLYTIC ACTION. THE ORIGINAL SHELL BUILDING WAS SUBMITTED UNDER THE 2001 FLORIDA GROSS BUILDING AREA: BUILDING 147,073 SF Ac1.00 LIFE SAFETY FLOOR PLAN
EXISTING STRUCTURE (IF ANY}, SITE, DRAWINGS BUILDING CODE AND THE ADJACENT BUILDING EXPANSION WAS PERMITTED A1.00 PARTIAL FLOOR PLAN / DEMOLITION PLAN
THROUGH INSPECTION OF
AND SPECIFICATIONS, SO EX TO THOROUGHLY UNDERSTAND THE WORK. IT 32. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, UNDER THE 2014 FLORIDA BUILDING CODE. BUILDING COVERAGE: 41.74% (60% ALLOWABLE)
IS THE RESPONSIBILITY OF THE CONSTRUCTION MANAGER TO REPORT ALL PLUMBING, & ELECTRICAL SPACE LIMITATIONS WITH A/C REQUIREMENTS BUILDING STORIES: 1 STORY
DISCREPANCIES AND OMISSIONS, AND OBTAIN CLARIFICATION FROM THE PRIOR TO FABRICATION/INSTALLATION OF ANY DUCTWORK OR EQUIPMENT. THERMLAAL/MOISTURE NOTES
ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. ANY WORK THAT THE DRAWINGS ARE ESSENTIALLY DIAGRAMATIC IN NATURE.
PROCEEDS OTHERWISE, IF INCORRECTLY PERFORMED, SHALL BE REPLACED
OR REPAIRED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE. 33. PROVIDE SEALANT APPROVED BY AGENCY(IES) HAVING JURISDICTION 1. PREVENT WATER INTRUSION INTO THE BUILDING (INCLUDING DEW POINT R1
CONDENSATI L D I N G CODE INFORMATION
AROUND ALL PENETRATIONS THROUGH FIRE -RATED PARTITIONS AND/OR / ION CONDITIONS) DURING CONSTRUCTION, WHETHER IT IS NEW - J
3. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS REQUIRED FOR NEW ASSEMBLIES. CONSTRUCTION AND / OR RENOVATION. IF WATER INTRUSION DOES OCCUR,
J WORK INDICATED, AND EXISTING CONDITIONS, AND COORDINATE ALL THE CONTRACTOR SHALL TAKE STEPS TO IMMEDIATELY REMOVE WATER,
ASPECTS OF PROJECT PRIOR TO COMMENCEMENT OF RELATED WORK. 34. ALL FIRESTOPPING WORK SHALL COMPLY WITH ASTM E-814 AND AND INCLUDING DEHUMIDIFICATION OF THE ATMOSPHERE AS REQUIRED TO DRY APPLICABLE CODES: *FBC 2017 (6th EDITION)
UL -1479 AND SHALL BE SUBJECT TO THE CONTROLLED INSPECTION OUT THE BUILDING, PREVENT ENTRAPMENT OF MOISTURE WITH *NEPA 101 2015 EDITION
4. IF A CONFLICT EXISTS WITHIN THE DRAWINGS, OR BETWEEN THE REQUIREMENTS OF THE LOCAL BUILDING CODE. CONSTRUCTION MATERIALS, AND ALL OTHER COMPONENTS OF *FLORIDA FIRE PREVENTION CODE 2017
DRAWINGS AND SPECIFICATIONS, THE CORRECT DETAIL OR ITEM IN CONSTRUCTION. DRY OUT MAY REQUIRE VENTILATION -ONLY, HOWEVER, IT - SIXTH EDITION
QUESTION SHALL BE ASSUMED TO BE THAT WHICH IS THE MOST COSTLY, 35. IF FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED, HANDLED OR IS IMPERATIVE THAT THE CONTRACTOR SHALL TAKE THE SPECIAL
REQUIRES THE MOST SKILLED LABOR, AND/OR GIVES THE GREATEST USED ON CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBLTY TO MEASURES IN THE EVENT OF WATER INTRUSION, INCLUDING
DEGREE OF SAFETY. CONTACT THE ARCHITECT FOR CLARIFICATION. STORE, HANDLE, OR USE THEM IN ACCORDANCE WITH THE APPLICABLE DEHUMIDIFICATION.
PROVISIONS OF NEPA 30. NFPA 1141 SECTION 3-9.5.
5. PRIOR TO THE BEGINNING OF ANY WORK, THE GENERAL CONTRACTOR 2. IF DEHUMIDIFICATION IS TO BE ACCOMPLISHED THROUGH THE USE OF LEVEL OF ALTERATION: LEVEL 2- PER FBC EXISTING 2017
SHALL DOCUMENT THE EXISTING CONDITIONS, IF ANY, USING VIDEOTAPE. 36. STORED MATERIALS ARE RESPONSABILITY OF CONTRACTOR AND BUILDING HVAC SYSTEMS, ADEQUATE FILTERS ARE REQUIRED TO BE STRUCTURAL
NOTE IN PARTICULAR ANY EXISTING DAMAGE NOT INDICATED TO BE SUBCONTRACTORS INSTALLED TO PREVENT DISTRIBUTION OF CONSTRUCTION DUST, ETC., IN CONSTRUCTION TYPE OF SHELL: TYPE II -B
REPAIRED AS PART OF THIS PROJECT SCOPE, PARTICULARLY EXISTING AIR HANDLING AND DUCT SYSTEMS WHICH CAN LEAD TO OPERATIONAL s-� PARTIAL GROUND FLOOR PIAN
CONDITIONS AND ANY OTHER ISSUES RELEVANT TO THIS PROJECT. 37. ALL CUTTING, PATCHING, PENETRATIONS AND CORING TO BE DONE BY PROBLEMS AS WELL AS PROVIDE AN ENVIRONMENT FOR FUTURE MOLD OCCUPANCY GROUP: S-2 LOW HAZARD STORAGE
EACH INDIVIDUAL TRADE. GROWTH. s-2 EXISTING BUILDING SOU ELEVA ON AN DETAILS
S-3 GENERAL NOTES, TYPICAL SECTIONS AND DETAILS
6. ALL WORK EITHER IMPLIED OR REASONABLY INFERABLE FROM THE FIRE PROTECTION: FULLY SPRINKLERED
CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, SHALL BE THE 38. ADA SIGNAGE PROVIDED BY OTHERS TO COMPLY WITH FBC 2010 3. IF POROUS MATERIALS ARE DAMAGED DUE TO WATER / MOISTURE,
RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL DRAWINGS AND ACCESSIBILITY CODE REMOVAL PRIOR TO GROWTH OF MOLD WILL AVOID POTENTIAL RISKS AND
SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR COSTLY MITIGATION TECHNIQUES IF THE MATERIAL REMAINS AND THE MOLD GROSS BUILDING AREA: 55,594 SF (EXISTING PHASE 1)
AND THE INCLUSION OF ANY WORK BY MENTION, NOTE, DETAIL, 39. PER OWNER'S SPECIFIC DIRECTION PROVIDE CONCRETE SLAB DEVELOPS. OTHERWISE, TREATMENT OF NON -POROUS AREAS EXPOSED TO
ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT THE HARDENER. FINISH TO BE HARD TROWEL PER OWNER OUTLINE MOISTURE SHOULD BE CONSIDERED TO PREVENT MOLD GROWTH.
CONTRACTOR SHALL PROVIDE AND INSTALL SAME. ALL WORK PERFORMED SPECIFICATION. 37,880 SF (EXISTING PHASE 2A) -
SHALL INCLUDE ALL HARDWARE, ACCESSORIES, FASTENERS, OR ANY 4. IF WATER INTRUSION OCCURS, THE MATERIAL REMAINS, AND THE S2 LOW HAZARD
OTHER COMPONENTS DEEMED TO BE A PART OF A COMPLETED PACKAGE BUILDING DRY OUT OCCURS, INSPECTIONS SHALL BE MADE ON A 53,599 SF (EXPANSION PHASE 2B) -
WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. DIMENSIONING NOTES CONTINUAL BASIS TO ENSURE NO MOLD GROWTH OR CONDITIONS FOR S2 LOW HAZARD
H MOLD GROWTH EXISTS, INCLUDING WALL CAVITIES OR CONCEALED AREAS 91,479 SF (TOTAL FOR PHASE 2)
7. UNLESS NOTED OTHERWISE ON DRAWINGS, CORE DRILL ALL HOLES AFFECTED BY MOISTURE. IF MOLD IS OBSERVED, THE CONTRACTOR SHALL
IN EXISTING CONSTRUCTION FOR NEW M/E/P/ RISERS. FIRESTOP BE RESPONSIBLE TO UTILIZE CONSULTANT SERVICES TO ADDRESS THE
HORIZONTAL & VERTICAL OPENINGS AFTER INSTALLATION. FIRE STOP 1. ALL DIMENSIONS ARE ROUNDED OFF TO THE NEAREST 1/8". PROCESS AND THE PROCEDURE FOR REMOVING MOLD BY TREATMENT AND TENANT IMPROVEMENT AREA: 46,555 SF
ALL FLOOR PENETRATIONS. SEAL ALL OTHER PENETRATIONS REGARDLESS / OR MATERIAL REMOVAL TREATMENT OF MOLD CAN INCLUDE APPLICATION (AREA OF WORK)
OF FIRE RATING REQUIREMENTS. 2. COLUMN GRID LINES ARE ONLY INDICATED ON THE OF AN AGENT, ENCAPSULATION AND / OR REMOVAL OF MATERIAL,
ARCHITECTURAL PLANS FOR REFERENCE PURPOSES. DIMENSIONS FOR SUSPECT EN DAMAGED. L IMPORTANT THE CONTRACTOR UTILIZE PER FBC 2017 SEC. 507.3 SPRINKLERED ONE STORY, THE AREA
8. ALL M/E/P RISERS AND OFFSETS SHALL BE PAINTED WHERE GRID LOCATIONS AND LAYOUT CAN BE FOUND ON THE STRUCTURAL APPROPRIATE PROCEDURES FOR REMEDIATION SINCE SOME MICROBIAL OF A ONE-STORY, GROUP B, F, M OR S BUILDING OTHER THAN
EXPOSED IN FINISHED AREAS OR FUTURE FINISHED AREAS OF THE DRAWINGS. AGENTS MAY BE INFECTIOUS AND / OR TOXIC AND COULD POSE A TYPE V CONSTRUCTION SHALL NOT BE LIMITED WHEN THE
INTERIOR FIT-OUT.3. BUILDING LAYOUT, DATUM, AND REFERENCE INFORMATION CAN BE HEALTH RISK. BUILDING IS PROVIDED WITH A NEW AUTOMATIC SPRINKLER
SYSTEM THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1
5. IT IS IMPORTANT FOR THE CONTRACTOR TO RESPOND IMMEDIATELY TO AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR
9. ALL HOT WATER HEAT PIPING INSTALLED WITHIN WALLS AND SOFFITS FOUND ON THE CIVIL DRAWINGS.
SHALL BE INSULATED.
G 4. PARTITIONS ARE DIMENSIONED TO FACE OF TILT -UP CONCRETE ISSUES THAT WOULD PROVIDE A SUITABLE ENVIRONMENT FOR THE GROWTH YARDS NOT LESS THAN 60 FEET IN WIDTH. CONTRACTOR TO
AND/ OR EXISTING SURFACES, AND FINISHED FACE GYP BOARD STUD WALLS, UNLESS OF MOLD IN ORDER TO PREVENT POTENTIAL IMPACTS ON PROJECT BUDGET PROVIDE SHOP DRAWINGS FROM A LICENSED SUBCONTRACTOR.
10. DO NOT SCALE DRAWINGS. DIMENSIONS ON PLANS
CONDITIONS GOVERN. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY NOTED OTHERWISE. AND TIMETABLE AS WELL AS RISK TO PERSONNEL DURING CONSTRUCTION
AND / OR OCCUPANCY. THE ISSUE OF MOLD, AND ITS POTENTIAL IMPACT'
DISCREPANCIES.
5. DIMENSIONS OF EXISTING ELEMENTS, IF ANY, ARE TO FINISHED ON CONSTRUCTION AND OCCUPANCY, MUST BE ADDRESSED BY THE A/E FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING
11. ALL WORK SHALL BE FIELD CHECKED, COORDINATED WITH ALL OTHER SURFACE. AND CM/GC IN A PROACTIVE MANNER IN THE DESIGN AND CONSTRUCTION ELEMENTS (HOURS) FISC 2017 FOR TYPE 11-B
TRADES, AND VERIFIED BEFORE INSTALLATION. PROCESS.
6. WINDOWS, LOUVERS AND DOORS LOCATED IN FRAMED WALLS ARE - STRUCTURAL FRAME: 0 HOURS
12. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR ALL DIMENSIONED TO CENTERLINE OF OPENING. CONTRACTOR SHALL BE - BEARING WALLS EXTERIOR: 0 HOURS
DOORS, BUILT -{N CABINET WORK, GLASS AND GLAZING, FINISH HARDWARE, RESPONSIBLE FOR CALCULATING ROUGH OPENING LOCATIONS BY LEGAL D E S C R I P T 10 N
HARDWARE SCHEDULE, FINISH SAMPLES, PLUMBING AND LIGHTING REFERENCING OTHER' DOCUMENTS SUCH AS SCHEDULES, DETAILS, - BEARING WALLS INTERIOR: 0 HOURS
FIXTURES, MECHANICAL AND ELECTRICAL EQUIPMENT, AND SPECIALTY AND SPECIFICATIONS, UNLESS -A SPECIFIC SIZE IS INDICATED. NON-BEARING WALLS INTERIOR: 0 HOURS
IDR TO FABRICATION OR ORDERING. A TRACT OF LAND LYING IN THE SOUTHWEST ONE-QUARTER {SW) OF
ITEMS PRTOWNSHIP
y ,
7. WINDOWS, LOUVERS AND DOORS LOCATED IN CONCRETE OR THE NORTHWEST ONE-QUARTER (NW 4) OF SECTION 5. TO SHIP 46 - FL ��T�1 � ���B�ES:_�� ;.� IRS
F
13. THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH MASONRY WALLS ARE DIMENSIONED TO ROUGH OPENING (R.O.) OR SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE - ROOF/CEILING ASSEMBLIES: 0 HOURS
RED -LINED "AS -BUILT" RECORD DRAWINGS FOR ANY AND ALL FIELD MASONRY OPENING (M.O.). PARTICULARLY DESCRIBED AS FOLLOWS:
CHANGES AND/OR ADDITIONS TO THE WORK INCLUDED IN THE DRAWINGS 8 DOORS LOCATED TIGHT TO A PERPENDICULAR INTERSECTION OF
ONCE THE WORK IS COMPLETE AND ACCEPTED. COMMENCING AT THE WEST QUARTER COINER OF SAID SECTION 5, THENCE
WALLS SHALL BE LOCATED A DISTANCE OF 1/2 THE SCHEDULED N 00 DEGREE 42 MINUTES 12 SECONDS W ALONG THE WEST LINE THEREOF
14. THE CONTRACTOR IS TO ACQUIRE ALL REQUIRED PERMITS FOR THE DOOR SIZE, PLUS 4", FROM THE PERPENDICULAR WALL PLANE, (ALSO BEING THE CENTERLINE OF CONGRESS AVENUE (S.R. 807)), A AREA OF WORK S-2 (WAREHOUSE): 46,555 SF
CONSTRUCTION AND OCCUPANCY OF THE PROJECT. UNLESS NOTED OTHERWISE. DISTANCE OF 1144.23 FEE; THENCE N 88 DEGREES 09 MINUTES 28 OCCUPANCY GROUPS:
SECONDS E, ALONG A LINE THAT IS PARALLEL WITH THE SOUTH LINE OF
15. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR 9. MASONRY OPENING, WINDOW, AND DOOR DIMENSIONS ARE SAID NORTHWEST ON-1UARTER (NW 4}, A DISTANCE OF 702.80 FEET TO OCCUPANT LOAD FOR S-2 9 OCCUPANTS
SHALL BE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE NOMINAL DIMENSIONS. THE POINT OF BEGINNING; THENCE CONTINUE N 88 FEET 09 MINUTES 28 WAREHOUSE: 1%50{} FOR 46,555 S.F.:
WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING SECOND E, A DISTANCE OF 650.12 FEET TO A POINT ON THE EASTERLY
E JURISDICTION. 10. WHERE DIMENSIONS STRINGS LOCATING REPETITIVE ELEMENTS, LINE OF THE AFORESAID SOUTHWEST ONE-QUARTER (SW 4) OF THE OCCUPANCY B:
EGRESS WIDTH PER PERSON REQUIRED .2 X 94 = 18.8 IN
I.E., WINDOWS, ARE LEFT UNDESIGNATED, ASSUME EQUAL SPACING.
16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF NORTHWEST ONE-QUARTER (NW 4), THENCE S 00 DEGREE 44 FEET 47
SECONDS E ALONG SAID EASTERLY LINE, A DISTANCE OF 542.09 FEET TO
ALL TRADES TO INSURE THE WORK IS COMPLETED IN A TIMELY MANNER, 11. HOLD CRITICAL OR "CLEAR" DIMENSIONS NOTED AS SUCH. A POINT ON THE NORTH RIGHT-OF-WAY LINE OF S.W. 35TH AVENUE; EGRESS WIDTH PER PERSON PROVIDED 2 EXITS @ 64 IN
COMPLYING WITH THE OWNER/CONTRACTOR AGREEMENT. THENCE S 88 DEGREE 09 MINUTES 43 SECONDS W ALONG SAID NORTH " OCCUPANCY B: 2 EXIT @ 32 IN
12. CALCULATE/LOCATE WORK IN THE FIELD WHERE INDICATED BY RIGHT-OF-WAY LINE, 650.12 FEET; THENCE N 00 DEGREE 45 MINUTES 02 TOTAL 192 IN
17. ALL ITEMS LISTED TO BE SELECTED BY OWNER ARE TO BE PRICED BY NOTES CALLING FOR ALIGNMENTS AND OTHER GEOMETRIC RELATIONS. SECONDS W, A DISTANCE OF 542.09 FEET TO THE POINT OF BEGINNING. -
CONTRACTOR AND COORDINATED BY OWNERS FOR FINAL SPECIFICATIONS.
13. TO MINIMIZE CONFLICTS, EFFORT HAS BEEN MADE TO DIMENSION ALSO KNOWN AS: I COMMON PATH OF TRAVEL ALLOWED: 100 FT
18. PROVIDE & MAINTAIN, AT A CONVENIENT LOCATION WITHIN THE JOB CRITICAL ELEMENTS IN ONLY ONE LOCATION. AS A GENERAL RULE OCCUPANCY S:
SITE, A COMPLETE SET OF CONSTRUCTION DRAWINGS INCLUDING ALL DIMENSIONS WILL BE FOUND ON THE LARGEST SCALE PLAN OR A TRACT OF LAND LYING IN THE SOUTHWEST 4 OF THE NORTHWEST 4 of MAXIMUM TRAVEL DISTANCE ALLOWED: 400 FT
LATEST REVISIONS AND SUPPLEMENT SHEETS FOR REFERENCE AND DETAIL RELATED TO SUCH ELEMENT. SECTION 5, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, OCCUPANCY S
COORDINATION DURING CONSTRUCTION. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
D 14. REFER TO PARTITION TYPE DRAWING DETAILS FOR DIMENSIONS MAXIMUM TRAVEL DISTANCE PROVIDED: 369 FT
19. PROVIDE AN APPROVED SET OF SHOP DRAWINGS PRESENT AT THE OF INTERIOR PARTITIONS. COMMENCE AT THE WEST QUARTER CORNER OF SAID SECTION 5, ALONG-, OCCUPANCY S
JOB SITE AND CONVENIENTLY AT HAND FOR THE INSTALLING MECHANIC'S THE WESTERLY BOUNDARY OF SAID SECTION BEING ALSO THE CENTERLINE E
REFERENCE. 15. REFER TO WALL SECTIONS FOR PARTITION
{ONS 4F EXTERIOR OF CONGRESS AVENUE (S.R. 807), 1144.23 FET TO A POINT; THENCE
WALLS_ EXTERIOR WALLS ARE NOT PARRTITION TYPES. RUN DUE EAST, PARALLEL WITH THE SOUTHERLY BOUNDARY OF THE
CLEANING REMOVE RUBBISH AND DEBRIS DAILY. LEAVE JOB CLEAN
PO T OF ENE
TERCTION`
PLUMBING FIXTURE REQUIREMENTS
20.
UPON COMPLETION OF WORK, INCLUDING CLEANING HARDWARE
16. REFER TO SPECIFICATIONS FOR ADDITIONAL DIMENSIONS
AFORESAID NW 4, 53 FEET MORE OR LESS TOA IN
WITH THE EASTERLY RIGHT-OF-WAY LINE OF CONGRESS AVENUE; THENCE
Drinking
FIXTURES AND GLASS, AND REMOVING OF STAINS, DUST, DIRT AND
RELATED TO APPLICABLE REFERENCE STANDARDS, EQUIPMENT, STOCK
T 649.80 FEET OCONTINTHE 0 THE
SPARCEL; FEAST,
Checked by.
PAINT, AND POLISHING OF ALL FINISHED FLOORS AND CABINETRY.
MANUFACTURED COMPONENTS, AND THICKNESS OF MATERIALS.
650.12EGINNING
HERON DEUE SCRIBED BEDUE
THENCE UOENDUE FEET TO
per 1,000
21. THE CONTRACTOR IS TO PROVIDE ALL THE SUPPLEMENTARY
17. EFFORTS HAVE BEEN MADE TO ACCOUNT FOR STANDARD
A POINT IN THE EASTERLY BOUNDARY OF THE AFORESAID SW 4 OF THE
1 req/1 prov
MATERIALS REQUIRED TO PROPERLY INSTALL, SUPPORT, BRACE AND
CONSTRUCTION TOLERANCES WITHIN THE DIMENSIONS INDICATED.
NW 4; THENCE SOUTH 1 DEGREE 05 MINUTES 30 SECONDS WEST, ALONG
SHORE ALL THE BUILDING COMPONENTS WITHIN THE SCOPE OF THE
CONTRACTOR(S) SHALL REVIEW DOCUMENTS AND CONFIRM ADEQUATE
SAID EASTERLY BOUNDARY, 572.10 FEET TO A POINT, THENCE DUE WEST
C
PROJECT.
ALLOWANCES HAVE BEEN PROVIDED PRIOR TO COMMENCING WITH
650.12 FEET TO A POINT; THENCE NORTH 1 DEGREE 05 MINUTES 30
WORK. CONTRACTOR SHALL NOTIFY ARCHITECT IN ADVANCE OF
SECONDS EAST, 572.10 FEET TO THE POINT OF BEGINNING, LESS THE
PLUMBING FIXTURE REQUIREMENTS
BUSINESS OCCUPANCY: 94 OCCUPANTS
Water Closets:
Lavatories:
Drinking
Service rn
1 per 100
1 per 100Fountains:
Checked by.
1 Sink
per 1,000
req/2 prov
1 req/2 prov
1 req/1 prov
1 req/1 prov
B
A
22. ALL APPLICABLE RECOGNIZED NATIONAL CONSTRUCTION INDUSTRY
STANDARDS FOR MATERIALS AND INSTALLATION SHALL BE A FULL PART
OF THESE CONSTRUCTION DOCUMENTS.
23. ALL PRODUCTS AND/OR ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WHICH ARE
HEREBY MADE PART OF THESE DRAWINGS.
24. ANY LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
25. VERIFY ALL WINDOW AND DOOR OPENING SIZES WITH MANUFACTURERS
PRIOR TO CONSTRUCTION.
26. PROVIDE CAULKING AT ALL INTERIOR NON-MOVING JOINTS (WINDOW
FRAMES, DOOR FRAMES AND THE LIKE). CLEAN ALL JOINTS AND PRIME
AS NEEDED FOR FULL ADHESION.
27. ALL GYPSUM BOARD ASSEMBLIES SHALL BE TAPED, TROWELED AND
SANDED TO PROVIDE A SMOOTH EVEN SURFACE.
28. ALL GYPSUM BOARD TO BE PAINTED SHALL RECEIVE ONE COAT OF
LATEX PRIMER AND TWO COATS OF INTERIOR LATEX PAINT.
29. ALL PARTITION AND MASONRY WALL DIMENSIONS ARE NOMINAL. DO
NOT SCALE DRAWINGS.
COMMENCING WORK TO IDENTIFY ANY ADJUSTMENTS THAT MAY BE
REQUIRED.
SOUTH 30 FEET THEREOF.
SAID LAND SITUATE IN THE CITY OF BOYNTON BEACH, PALM BEACH
COUNTY, FLORIDA.
CONTAINING 352,374 SQUARE FEET / 8.0894 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND
RIGHTS-OF-WAY OF RECORD.
:
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Project Manager:
BRE
Drafted by
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ISSUE DATES
ISSUE FOR PERMIT SET 6/13/2018
ISSUE FOR
PERMIT SET
6/14/2018
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GENERAL
INFORMATION /
PROJECT
DESCRIPTION
Scafe AS NOTED
Project No. 18064.01
Date
Principal:
BWR
Project Director:
Project Manager:
BRE
Drafted by
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Sheet No.
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OCCUPANCY CLA S: S-2 STORAGE
(LOW HAZARD)
CONSTRUCTION TYPE IV
(UNPROTECTED) 9PRINKLED
FLORIDA BUILDING, CODE (2001)
1 LIFE SAFETY FLOOR PLAN
AC1.00 SCALE: 1 16"=1'-0"
3 4 5 6 8 'G
1 2
EXISTING PN ASIJ 213
OCCUPANCY CLASS: S-2 STORAGE
(LOW HAZARD)
CONSTRUCTION TYPE 11 B
(UNPROTECTED) SPR NKLED
FLORIDA BUILDING CIDDE 2014
,��]
FION REQUIREMENT
TACTILE EXIT SIGN
:ACH DOOR REQUIRING
N. FFPC 101:7.10.1.3
12
13
13
0
15 1 16
LIFE SAFETY PLAN NOTES:
1. BUILDING HAS A FULLY OPERATIONAL
SPRINKLER SYSTEM
2. ALL DOORS IN THE MEANS OF EGRESS
SHALL BE SINGLE—ACTION RELEASE, SHALL
COMPLY WITH FAC & SHALL NOT REQUIRE
THE USE OF A KEY, TOOL, OR SPECIAL
KNOWLEDGE TO OPEN FROM EGRESS SIDE.
ALL DOOR HARDWARE TO COMPLY WITH
NEPA 101-7.2.1.6.
3. THE FLOOR LEVEL ON BOTH SIDES FO
THE DOORWAY SHALL BE MAINTAINED FOR
AT LEAST THE WIDTH OF THE DOOR PER
FFPC 101-7.2.1.3.1
4. THE LEVEL OF FLOOR ELEVATION ON
BOTH SIDES OF THE DOOR SHALL NOT
VARY BY MORE THAN Y2 INCH PER FFPC
101-7.2.1.3 AND FBC 1008.1.5 8c 1008.1.7,;
—
5. DOORS SHALL BE 32" MIN. AND 48"
4 4,4
a.
MAX. CLEAR WIDTH PER FBC 1008.1.1
l 4
LLI
6. DOOR HEIGHT SHALL BE 80 MIN. PER
FBC 1008.1.1
7. MINIMUM CEILING HEIGHT INSIDE SHALL
BE 7'-0" PER FBC 1208.2
m
LEGEND:
FE FIRE EXTINGUISHER — 10 LB ABC
E]
TYPE (DRY CHEM) FIRE EXTINGUISHER
WITH BRACKETS NOT TO EXCEED
75'-0" MAXIMUM TRAVEL DISTANCE T
EXTINGUISHER. INSTALL IN
ACCORDANCE WITH NFPA 10
® EXIT SIGNS. REFER TO ELECTRICAL
DRAWINGS FOR MORE INFORMATION
�---► DIRECTION AND DISTANCE OF TRAVEL
ROOM OCCUPANCY LOAD
XXXAREA IN SQUARE FEET
20 =XXX
OCCUPANCY LOAD FACTOR
NOTES:
1. BUILDING HAS A FULLY OPERATIONAL
SPRINKLER SYSTEM
ISSUE FOR
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LIFE SAFTEY
FLOOR PLAN
Scale AS NOTED
Project No. 18064.01
Date
Principal: BWR
Project Director:
Project Manager: BRE
Drafted by:
Checked by:
Sheet No.
13
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Drawing Title
PARTIAL FLOOR
PLAN 1 DEMOLITION
PLAN
Scale AS NOTED
Project No. 18064.01
Date
Principal: BWR
Project Director:
Project Manager: BRE
Drafted by:
Checked by:
Sheet No.
A1.00
CONTRACTOR GENERAL
DEMOLITION NOTES:
1. FIELD VERIFY ALL CONDITIONS PRIOR TO
A B C E E.5 (,j
BIDDING AND/OR COMMENCEMENT OF WORK.
2. DEMOLITION WORK INDICATED ON THE
DEMOLITION PLANS IS INTENDED AS AN OVERVIEW
OF THE DEMOLITION SCOPE. THE DEMOLITION
PLANS ARE NOT INTENDED AS A COMPLETE
DESCRIPTION OF ALL DEMOLITION WORK REQUIRED
/
iR�Nss 100E
FOR THIS PROJECT, NOR IS IT THE INTENT OF
THESE DOCUMENTS TO SHOW EVERY ASPECT OF
- 47!
SELECTIVE DEMOLITION REQUIRED TO PERFORM THE
PROJECT SCOPE, UNLESS SPECIFICALLY NOTED
r.._............__ -_.._._...__....._....
I
OTHERWISE, SELECTIVE DEMOLITION OR REMOVAL
I t
OF EXISTING FINISHES FOR THE PURPOSES OF
-� - - -
I 1 100A
EXISTING
RESTROOM
EXISTING
ELECTRICAL
INSTALLING NEW SYSTEMS SHALL BE PERFORMED
SO AS TO MINIMIZE DISTURBANCE OF EXISTING
A103
A104
MATERIALS.
J�
I
€. -µµµ..m . ...................
' 3
EXISTING
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3. THE DEMOLITION DRAWINGS ATTEMPT TO
RESTROOM
o
DOCUMENT ACCURATE CONDITIONS, BUT IT IS
IIS
A102
' 0
°
POSSIBLE THAT CONFLICTS EXIST BETWEEN ACTUAL
CONDITIONS. IF A CONFLICT EXISTS WITHIN THE
DRAWINGS, CONTACT THE ARCHITECT FOR
CLARIFICATION.
4. COMPLY WITH GOVERNING NOTIFICATION
_2
REGULATIONS BEFORE STARTING SELECTIVE
DEMOLITION. CONTRACTOR TO COMPLY WITH
I
HAULING AND DISPOSAL REGULATIONS OF
1
1
AUTHORITIES HAVING JURISDICTION.
5. SURVEY THE CONDITION OF THE BUILDING TO
E
E
1
DETERMINE WHETHER ANY ELEMENT MIGHT RESULT
OPEN
IN STRUCTURAL DEFICIENCY OR UNPLANNED
WAREHOUSE
1
COLLAPSE OF ANY PORTION OF THE STRUCTURE
A100
I
OR ADJACENT STRUCTURES DURING DEMOLITION.
—'
6. REMOVE AND LEGALLY DISPOSE OF ITEMS
I
I
(
( I
•
EXCEPT THOSE INDICATED TO BE REINSTALLED,
100C
E
SALVAGED OR TO REMAIN THE OWNER'S PROPERTY.
1
7. ITEMS INDICATED TO BE REMOVED AND
——
—
—
— —
_ _ _
SALVAGED REMAIN THE OWNER'S PROPERTY CLEAN
—
AND PROTECT ITEMS AGAINST DAMAGE. IDENTIFY
CONTENTS OF CONTAINERS AND DELIVER TO
1
DESIGNATED STORAGE AREA.
1
8. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND
1
SEAL OR CAP OFF UTILITY SERVICES SERVING THE
I.
EXISTING BUILDING AS REQUIRED.
9. CLEAN ADJACENT STRUCTURES AND
IMPROVEMENTS OF DUST, DIRT AND DEBRIS
CAUSED BY SELECTIVE DEMOLITION OPERATIONS
AND RETURN ADJACENT AREAS TO CONDITIONS
oo
EXISTING BEFORE START OF WORK.
10. CONDUCT DEMOLITION OPERATIONS AND
REMOVE DEBRIS TO ENSURE MINIMUM
100
INTERFERENCE WITH ROADS, STREETS, WALKS, AND
OTHER ADJACENT OCCUPIED AN USED FACILITIES.
CONTRACTOR TO PROVIDE DUMPSTER AND
lo
1
MAINTENANCE OF SITE CONDITIONS.
1
11. MAINTAIN EXISTING UTILITIES INDICATED TO
REMAIN IN SERVICE AND PROTECT THEM AGAINST
i
1
DAMAGE DURING SELECTIVE DEMOLITION.
ooI
1
12. ITEMS SHOWN ON DEMOLITION PLANS WITH A
1008EXISTING
1
oi
1
DASHED LINE SHALL BE REMOVED IN THEIR
ENTIRETY. IF EXTENT OF REMOVAL IS UNCERTAIN,
i
10" THICK
CONSULT WITH THE ARCHITECT PRIOR TO
101
I
CONCRETE TILT WALL
1I
- - --- ------
COMMENCING WITH WORK.
PANEL—
TYPICAL
I
1
13. REMOVE AN TRANSPORT DEBRIS IN A MANNER
1
THAT WILL PREVENT SPILLAGE ON ADJACENT
SURFACES AND AREAS.
3'— 6
1
NEW TILT WALL PANEL
OPENING— REFER TO
NEW TILT WALL PANEL
I
14. WHERE REPAIRS TO EXISTING SURFACES ARE
STRUCTURAL DRAWINGS l
OPENING— REFER TO
STRUCTURAL DRAWINGS
101A
E
01
1
REQUIRED, PATCH TO PRODUCE SURFACES
SUITABLE FOR NEW CONSTRUCTION.
!
OPEN
'
WAREHOUSE
o
15. PROMPTLY DISPOSE OF DEMOLISHED
I
A101
oo
MATERIALS.O NOT ALLOW DEBRIS TO
\
I
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Scale AS NOTED
Project No. 18064.01
Date
Principal: BWR
Project Director:
Project Manager: BRE
Drafted by:
Checked by:
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Project No. 18064.01
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Drafted by.
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Sheet No.
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2: WALL IS SHOWN FROM INSIDE OF BUILDING
3_- COORDINATE LOCATION OF ALL STRUCTURAL STEEL MEMBERS
W/ DOOR MAUFACTURERS_
CONSTRUCTION SEQUENCE
2: PLACE NEW STEEL CHANNEL AS INDICATED BY LEGENDL3
3: REMOVE EXISTING CONCRETE PANEL AS INDICATED BY LEGEND 2T
4_- COAT ALL EXPOSED REINFORCING STEEL W/ MASTER BUILDERS
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4 4 4
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Alk D.D.A. ENGINEERS P.A.
1 E.5A CONSULTING ENGINEERS
EXISTING TILT
'498WIA 4930 S.W. 74TH Court
Miami, Florida, 33166
Phone: (306)666-0711
._.. <:
PANEL WIDTH Fax:(306)666-6269
"' '' `' www.ddaeng.com
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Scale AS NOTED
Project No. 18064.01
Date
Principal: BWR
Project Director:
Project Manager: BRE
Drafted by.
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Sheet No.
S-2
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1 2 3 4 5 6 7 8 9 10 11 12 13 14
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16
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EXISTING BUILDING
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Scale AS NOTED
Project No. 18064.01
Date
Principal: BWR
Project Director:
Project Manager: BRE
Drafted by.
Checked by.
Sheet No.
S-2
12
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2 4 5 6 7 8 9 10 12 13
GENERAL STRUCTURAL NOTES:
L CONCRETE--
ALL
ONCRETE=ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE
STRENGTH OF 3,000 PSI IN 28 DAYS_ AGGREGATES TO 5E CLEAN
AND WELL GRADED, MAXIMUM SIZE 1"_ CONCRETE SLUMP: 3" MIN_
TO 5" MAX_ VERTICAL CONCRETE DROP NOT TO EXCEED 8I-
2- CONCRETE COVER= CIF APDL ICA5LE)
TO 5E AS FOLLOWS: 50TTOM TOP SIDES
FOOTINGS 311 2" 311
WALLS - - 11/2 "
SLA58
3- REINFORCING STEEL=
TO 5E NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM
A-305, AND CONFORMING TO ASTM A-615, GRADE 60-
4- SLA58 ON FILL= (AT RAMP)
FILL AND BACKFILL TO 5E COMPACTED UNDER THE SUPERVISION OF A
SPECIALTY ENGINEER TO A MINIMUM OF 95% OF MAXIMUM DRY
DENSITY FOR ALL LAYERS AS VERIFIED 5Y FIELD DENSITY TESTS_
TESTS SHALL 5E MADE IN ACCORDANCE WITH METHODS OF TESTS FOR
MOISTURE DENSITY RELATIONS OF SOILS, ASTM D-1551 MODIFIED TO
USE 25 5LOW8 ON FIVE LAYERS WITH A 10 POUND HAMMER DROPPING
18 INCHES_
5_ DETAILS AND SECTIONS --
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO 5E TYPICAL, AND SHALL 5E CONSTRUED TO APPLY TO ANY
SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS A
DIFFERENT DETAIL, OR SECTION, 18 SHOWN_
6_ ANCHORING EPDXY
FOR ANCHORING REINFORCING STEEL IN EXISTING CONCRETE USE
HILTI HIT HY 200 INJECTION ADHESIVE ANCHOR OR EQUAL_ OTHER
AVAILABLE EPDXIES ARE MADE 5Y SIMPSON ULTRA BOND OR RAWL_
DRILL HOLES 1/8" BIGGER THAN THE DIAMETER OF THE REINFORCING
STEEL (STEEL ROD)_ THE DEPTH OF THE HOLES ARE TO 5E A MINIMUM
OF 5", UNLESS OTHERWISE NOTED IN THESE PLANS, OR UNLESS
OTHERWISE INSTRUCTED 5Y THE MANUFACTURER'S RECOMMENDATIONS-
71- STRUCTURAL STEEL --
SHALL CONFIRM TO ASTM A512, GRADE 50, DETAILED, FA5RICATED AND
ERECTION IN ACCORDANCE AISC SPECIFICATIONS, LATEST EDITION.
STEEL TUBES TO CONFORM TO A-500, GRADE 5 (fy=46 KSI) SUBMIT
SHOP DRAWINGS FOR APPROVAL BEFORE FA5RICATION_ ALL STRUCTURAL
STEEL EXPOSED TO THE ELEMENTS TO 5E HOT DIPPED GALVANIZED_
STEEL TO STEEL CONNECTIONS THAT ARE NOT SHOWN IN THESE DRAWINGS
TO 5E DESIGNED 5Y A SPECIALTY ENGINEER RETAINED 5Y THE STEEL
CONTRACTOR SU5MIT SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL
PRIOR TO FA5RICATION_
8 WELDING
ALL WELDING TO 5E DONE 5Y CERTIFIED WELDERS HOLDING CURRENT
WELDING CERTIFICATES, AND MUST PRESENT SAME AT J05 SITE AT ALL
TIMES_ ALL WELDING PER PLANS AND PER GUIDELINES OF THE AMERICAN
WELDING SOCIETY -
S_ WIND DESIGN CRITERIA AND CODE COMPLIANCE_
ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE SEEN DESIGNED
PER THE GUIDELINES OF THE ASCE 1-10 5UILDING CODE AND FLORIDA
5UILDING CODE 2014 (5th EDITION)_
WIND SPEED = 110 MPH_
EXPOSURE C
Kid = 0.85
i@_ DETAILS AND SECTIONS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO 5E TYPICAL (WHETHER OR NOT NOTED AS SUCH) AND SHALL 5E
ASSUMED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE
PROJECT, UNLESS A DIFFERENT DETAIL, ORA SECTION, IS SHOWN_
1L GROUTING WITH HIGH STRENGTH NON -SHRINK GROUT:
USE OF A HIGH STRENGTH NON -SHRINK GROUT TO 5E USED AS
INDICATE IN THESE DOCUMENTS, OR AS REQUIRED FOR STRUCTURAL
REPAIRS OR PATCHING_ ESE EUCLID NO GROUT OR EQUAL (SU5MIT TO
ENGINEER FOR SU58TITUTION)_ GROUT TO 5E MXED AS PER
RECOMMENDATIONS OF MANUFACTURER_ AREAS TO GROUTED MUST
5E THOROUGHLY CLEANED OF ALL DE5RIS AND DELETERIOUS
MATERIALS_ GROUT THICKNESS NOT TO EXCEED RECOMMENDATIONS
OF MANUFACTURER_ IF REQUIRED, PROVIDE SEVERAL LAYERS, AS
REQUIRED, IN ORDER TO ATTAIN REQUIRED TOTAL THICKNESS_
12_ EXPANSION BOLTS.
ALL EXPANSION 5OLTS, NOTED IN PLANS, ARE TO 5E HILTI TYPE
EXPANSION 5OLTS, OR EQUAL_ FOR SU58TITUTION, 8U5MIT TO
STRUCTURAL ENGINEER FOR REVIEW AND HIS APPROVAL_
13_ SHOP DRAWING SUBITTALS=
THE FOLLOWING SHOP DRAWINGS AND CALCULATIONS SHALL 5E
SU5MITTED FOR REVIEW, SIGNED AND SEALED 5Y A REGISTERED
ENGINEER IN THE STATE OF FLORIDA:
- EXTERIOR CANOPIES
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D.D.A. ENGINEERS P.A.
CONSULTING ENGINEERS
4930 S.W. 74TH Court
Miami, Florida, 33166
Phone: (306)666-0711
Fax:(306)666-6269
www.ddaeng.com
2018-44-13
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Phone: (306)666-0711
Fax:(306)666-6269
www.ddaeng.com
2018-44-13
EL_ +43'-0"
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Date
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Project Director:
Project Manager: BRE
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Project Director:
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