13-1358-006rep=
1. INSTRUCTIONS TO CONTRACTOR
1.1. PLANS AND DETAILS ARE COMPLEMENTARY AND MUTUALLY EXPLANATORY AND WHAT
IS REQUIRED BY ONE, SHALL BE AS BINDING AS IF REQUIRED BY ALL, AND ARE
NOT INTENDED TO BE USED AS SHOP DRAWINGS. WHERE VARIANCES, DISCREPANCIES,
= ETC. OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER
DOCUMENTS ITSELF, THE ITEM OR ARRANGEMENT OF BETTER QUALITY AND OR
HIGHER COST SHALL BE INCLUDED IN THE CONTRACT.
1.2. THE CONTRACTOR AGREES THAT HE, HIS MANAGEMENT TEAM (ESTIMATOR, PROJECT
MANAGER, PROJECT ENGINEERS, SUPERINTENDENTS, AND SUBCONTRACTORS AND
PRINCIPAL SUPERVISORY PERSONNEL) HAS VISITED THE SITE, EXAMINED THE SITE
AND THE LOCATION OF THE PROPOSED WORK, AND EXISTING IMPROVEMENTS, AND
CONDITIONS AND PHYSICAL CHARACTERISTICS OF THE JOB. THE CONTRACTOR(S)
SHALL INCLUDE IN HIS BUDGET ALL COSTS ASSOCIATED WITH, AND PERTAINING TO,
THE SATISFACTORY COMPLETION OF THE PROJECT AND THE COMPLETE INSTALLATION
OF ALL ASSOCIATED SYSTEMS, INCLUDING THE REMOVAL AND RELOCATION OF ANY
AND ALL OBJECTS OR OBSTRUCTIONS THAT MAY BE ENCOUNTERED IN THE
COMPLETION OF THE WORK THAT MAY NOT HAVE BEEN PREVIOUSLY DOCUMENTED IN
THE CONSTRUCTION DOCUMENTS.
1.3. THE WORK DESCRIBED HEREIN INVOLVES AN INTERIOR TENANT IMPROVEMENT
BUILD -OUT TO AN EXISTING TENANT SPACE FOR A NEW COFFEE SHOP. THE
CONTRACTOR SHALL CORRELATE ALL WORK DESCRIBED ON THE DRAWINGS WITH THE
ACTUAL CONDITIONS IN THE FIELD. CONTRACTORS SHALL NOTIFY THE ARCHITECT IN
WRITING OF ANY SITUATION WHICH ENDANGERS THE INTEGRITY OF THE BUILDING OR
PREVENTS HIM FROM SUCCESSFULLY ATTAINING THE DESIGN INTENT.
1.4. CONTRACTOR SHALL PREPARE A CONSTRUCTION SCHEDULE SUBJECT TO REVIEW AND
APPROVAL BY OWNER'S REPRESENTATIVE ,
1.5. THE CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPLICABLE CODES AND
STANDARDS RELEVANT TO THIS PROJECT ON SITE AT ALL TIMES, AND SHALL COMPLY
WITH ALL REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, AND ALL
APPLICABLE FEDERAL, STATE AND LOCAL CODES, STANDARDS, REGULATIONS, AND
LAWS.
1.6. THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF PERMIT
DRAWINGS ON -SITE AT ALL TIMES ALONG WITH ALL REVISIONS TO THE PERMIT,
INCLUDING PERMITTED SHOP DRAWINGS AND CALCULATIONS. SAID DRAWINGS ALONG
WITH ALL INSPECTION LOGS, AND PERMITS SHOULD BE MAINTAINED IN AN EASILY
ACCESSIBLE SPACE FOR THE OWNER, ARCHITECT, ENGINEERS, AND BUILDING
OFFICIALS TO REVIEW.
1.7. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, PERMIT DOCUMENTS,
DIMENSIONS, JOB -SITE CONDITIONS, AND COORDINATE WITH FIELD DIMENSIONS, AND
PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MAKE
NOTE OF ANY AND ALL DISCREPANCIES THAT PREVENT THE INSTALLATION OF ANY
ASPECT OF THE CONSTRUCTION TO ACHIEVE THE CHARACTER AND APPEARANCE
DEFINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPORT ANY AND
ALL DISCREPANCIES REGARDLESS OF THEIR NATURE TO THE ARCHITECT IN WRITING
PRIOR TO PROCEEDING WITH THE WORK, REASONABLY ASSESS THE CONDITION AND
DETERMINE AN APPROPRIATE SOLUTION.
1.8. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE DRAWINGS. NO
"CHANGE ORDERS" FOR MISSED ITEMS IN OTHER SECTIONS OF THE WORK WILL BE
PERMITTED. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING
OF AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY DISCOVER UPON EXAMINATION
OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL CONDITIONS.
1.9. THE CONTRACTOR SHALL PERFORM ALL WORK IN A FIRST CLASS WORKMANSHIP LIKE
MANNER.
1.10. THE ARCHITECT AND OR ENGINEERS(S) SHALL NOT BE RESPONSIBLE FOR, NOR HAVE
CONTROL OR CHARGE OVER THE CONSTRUCTION MEANS, METHODS, SEQUENCES, OR
PROCEDURES OR FOR THE SAFETY PRECAUTION PROGRAMS. THE CONTRACTOR IS
SOLELY RESPONSIBLE FOR DAMAGES OR INJURIES DUE TO HIS ACT OR NEGLECT.
1.11. NO UTILITIES, DATA OR COMMUNICATION CABLES, POWER OR BUILDING OPERATIONS
SHALL BE INTERRUPTED WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY UNAUTHORIZED
INTERRUPTION OF EXISTING UTILITIES, CONTROLS, COMPUTER LINES, ETC. 'CAUSED BY
THE CONTRACTOR OR SUBCONTRACTOR AND SHALL MAKE IMMEDIATE REPAIR AND
THEN NOTIFY THE OWNER'S REPRESENTATIVE.
1.12. PROTECT THE EXISTING BUILDING AND ADJACENT AREAS FROM DAMAGE AND BE
LIABLE FOR DAMAGES THEY CAUSE. PROVIDE BARRICADES AND BARRIERS AS REQ f D
TO PROTECT ADJACENT AREAS AND PERSONNEL AND PREVENT MIGRATION OF DUST
AND EXCESS DEBRIS. PROVIDE FENCE & PROTECTION TO PROTECT ADJACENT
BUILDINGS.
1.13. AS -BUILT CONDITIONS MAY NOT COINCIDE WITH THOSE INDICATED ON THE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLITION, BUT NOT LIMITED TO, ALL THE ITEMS LISTED FOR DEMOLITION IN THE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL INSPECT THE EXISTING
CONDITIONS AND SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING WORK AS
REQUIRED TO COMPLETE THE 'NEW WORK.
2• LIQE.NSING
2.1. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED BY THE ST&E OF
FLORIDA, MIAMI- LICENSES AND CLEARANCES SHAL L C ONFORM TO ALL
BUILDING SECURITY POLICIES AND REGULATIONS.
3. ORDINANCES
3.1. THE CONTRACTOR SHALL BE ' RESPONSIBLE FOR ASCERTAINING THE REQUIREMENTS OF
AND ADHERING TO ALL NOISE ORDINANCES OR OTHER ORDINANCES THAT MAY
RESTRICT THE ACTIVITIES OF THE WORK ON THIS JOB.
4. PERMITS
4.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
PRIOR TO THE COMMENCEMENT OF WORK. THE REQUESTING AND COORDINATION OF
co ALL INSPECTIONS AND APPROVAL OF ALL ASPECTS OF HIS WORK, AND OBTAINING
an ALL TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY.
5. REDS. AND DISPOSAL
5.1. THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISCARD IN A
TIMELY MANNER ALL CONSTRUCTION DEBRIS THAT WILL NOT BE REUSED OR
RELOCATED ELSEWHERE IN THE PROJECT. ALL FINAL DUMPSTER LOCATIONS TO BE
COORDINATED AND APPROVED BY OWNER /LANDLORD.
p 6. HAZARDOUS MATERIALS.
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6.1. IF ANY HAZARDOUS MATERIALS, INCLUDING ASBESTOS, ARE ENCOUNTERED DURING
DEMOLITION WORK, STOP WORK IMMEDIATELY AND CONTACT MALL MANAGEMENT
CONTRACTOR TO VERIFY QUANTITIES AND LOCATION OF EXISTING TELEPHONE OUTLETS,
CLEAN -OUTS AND DRAINS AND CONFIRM AVAILABILITY OF REPLACEMENT ITEMS PRIOR
g TO DEMOLITION WORK,
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7. MATERIALS AND EQUIPMENT
7.1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS, EQUIPMENT, AND APPLIANCES
THAT ARE TO BE USED. THE CONTRACTOR SHALL PROVIDE PROTECTION FROM
: VANDALISM, THEFT, WEATHER, DUST, NOISE, AND ANY OTHER SOURCE OF DAMAGE OR
LOSS.
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28. u• r u Y u u
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28.1. AS A MINIMUM, THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION
AND ERECTION DRAWINGS WITH INPUT BY A DELEGATED ENGINEER:
A. LIGHT GAUGE EXTERIOR WALL SYSTEMS r r Y u Y u •
B. GLAZED EXTERIOR WALL SYSTEMS U r r ` • r
Y r Y • a• Y Y b v• u b u••
C. OPEN WEB STEEL JOISTS
D. JOIST GIRDERS
E. SHORING
F. TRUSSES
29. THRESHOLD ENGINEER
29.1. IF A THRESHOLD ENGINEER IS PRESENT ON SITE AND NOT THE ENGINEER OF
RECORD, ALL QUESTIONS AND DIRECTIVE MUST BE ADDRESSED WITH THE ENGINEER
OF RECORD.
30. 5ISU ;TURAL ALUMINUM
30.1. THE DESIGN, FABRICATION, AND ASSEMBLY OF STRUCTURAL ALUMINUM FOR BUILDINGS
OR STRUCTURES SHALL CONFORM TO SPECIFICATIONS FOR ALUMINUM STRUCTURES,
ALUMINUM CONSTRUCTION MANUAL, SECTION 1, OF ALUMINUM ASSOCIATION.
31. SHOP DRAWINGS :
31.1. THE CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF STAMPED AND APPROVED SHOP
DRAWINGS CALLED FOR ON THE CONTRACT DOCUMENTS AND /OR REQUIRED BY
OWNER AND /OR BUILDING OFFICIALS TO THE ARCHITECT IN SUFFICIENT TIME TO BE
REVIEWED AND PROCESSED SO AS TO CAUSE NO DELAY. DRAWINGS WILL NOT BE
REVIEWED UNLESS APPROVED AND STAMPED BY SUBCONTRACTOR. THE FOLLOWING IS
A PARTIAL LIST OF SUBMITTALS REQUIRED:
A. HARDWARE AND DOOR
B. TILES AND GROUT
C. SEALERS, AND COATINGS
D. PAINT
E. SEALANTS
F. SIGNAGE
G. PLUMBING FIXTURES AND DRAINS
H. LIGHTING FIXTURES
I. ELECTRICAL SWITCHES AND OUTLETS
J. ELECTRICAL PANELS
32. EENETRATIONS AND CUTTING
3.
2 1. CUTTING OR DRILLING OF ANY STRUCTURAL MEMBER IS NOT PERMITTED WITHOUT THE
PRIOR WRITTEN APPROVAL OF THE ARCHITECT. THE ARCHITECT SHOULD BE GIVEN
ADVANCE NOTICE TO ALLOW ADEQUATE TIME TO REVIEW AND EVALUATE EACH OF THE
CONTRACTOR'S PROPOSALS.
32.2. ALL FLOOR SLAB PENETRATIONS, INCLUDING THOSE REQUIRED FOR MECHANICAL,
PLUMBING, ELECTRICAL UTILITIES MUST BE PACKED WITH APPROVED FIRE SAFE
MATERIAL AND SEALED BETWEEN EDGES OF SLAB OPENINGS AND DUCT PIPE,
CONDUIT, ETC., AS REQUIRED TO MAINTAIN THE FLOOR INTEGRITY AND HOURLY FIRE
RATINGS SPECIFIED AND /OR AS REQUIRED BY CODE.
33.
33.1. THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE
BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE
BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE
ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE
NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER
COMPLETION OF THE PROJECT.
33.2. THE STRUCTURAL ENGINEER /ARCHITECT OF RECORD DOES NOT POSSES, NOR
PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE
EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION
PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE
ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS
HE /SHE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER /ARCHITECT
OF RECORD SPECIALIZES IN STRUCTURAL DESIGN /ARCHITECTURE ONLY, AND THE
BOARD OF PROFESSIONAL REGULATION FORBIDS HIM /HER FROM ASSUMING
RESPONSIBILITY OUTSIDE HIS /HER AREA OF EXPERTISE
OF
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IN TEMOn till, 001F ICATIONS ONLY
(ANY &M.102 K.!)DIrICATION MAY REQU;RX
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CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
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IT'S THE LAW 1�
1 -500- 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
THE GENERAL CONTRACTOR SHALL CALL "SUNSHINE
STATE ONE CALL ", 811 OR 1 -800 -432 -4770, 48
HOURS BEFORE DIGGING IN FLORIDA TO COORDINATE
LOCATION OF UTILITIES WITHIN THE PUBLIC AREAS OF
THE PROJECT. NO DIGGING SHALL COMMENCE UNTIL
ALL OF THE UTILITY COMPANIES HAVE BEEN CONTACTED
AND LOCATION OF UTILITY LINES TOOK PLACE.
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8. HURRICANE
/ WIND= ,M PLAN
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19. SUBSTITUTIONS
8.1.
THE CONTRACTOR SHALL PREPARE AND MAINTAIN A HURRICANE PREPAREDNESS PLAN.
19.1. SUBSTITUTION OF MATERIALS OR EQUIPMENT OTHER THAN SPECIFIED SHALL BE
THE CONTRACTOR SHALL MAINTAIN SAID PLAN IN A LOCATION THAT IS READILY
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PERMITTED UPON WRITTEN AUTHORIZATION FROM THE ARCHITECT AND OWNER.
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ACCESSIBLE FOR REVIEW BY THE OWNER AND OR ARCHITECT.
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19.2. THE CONTRACTOR SHALL BEAR THE BURDEN OF PROOF THAT SUCH SUBSTITUTION IS
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8.1.1. THE HURRICANE PLAN SHALL INCLUDE A LIST OF CONTACTS IN THE EVENT
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EQUAL TO SPECIFIED ITEM AND CAN BE OBTAINED IN A TIMELY MANNER.
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THAT A HURRICANE WATCH IS POSTED AND WILL ALSO ADDRESS WHAT
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MEASURES ARE TO BE TAKEN TO SECURE THE CONSTRUCTION SITE IN THE
19.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL
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EVENT OF NOTIFICATION BY THE NATIONAL WEATHER SERVICE OF AN IMPENDING
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SUBSTITUTE ITEMS WITH ALL ASSOCIATED /IMPACTED TRADES.
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HURRICANE OR WINDSTORM THAT MAY THREATEN THE JOB.
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19.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN COSTS ASSOCIATED WITH
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8.1.2. THE HURRICANE PUN SHALL ADDRESS HOW THE CONTRACTOR ' WILL , MOBILIZE '
A SUBSTITUTION.
THE PROJECT FOLLOWING A WIND OR HURRICANE EVENT AND DOCUMENTATION
OF DAMAGES AND HOW REPAIRS WILL BE HANDLED IN THE EVENT OF A LOSS.
20. PERMANENT FIRE EXTINGUISHERS
9. DAMAGES_:
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20.1. FIRE EXTINGUISHERS OF THE TYPE AND QUANTITY APPROVED BY THE LOCAL FIRE
OFFICIAL AND THE OWNERS CASUALTY INSURER ARE TO BE PROVIDED IN SURFACE
9.1.
IN THE EVENT OF DAMAGES TO THE BUILDING WHICH REQUIRE ASSESSMENT FOR AN
MOUNTED CABINETS.
INSURANCE CLAIM, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF THE
CIRCUMSTANCES SURROUNDING THE LOSS, DOCUMENT DAMAGES, DETERMINE AND
20.2. ALL FIRE EXTINGUISHER CABINETS LOCATED IN A FIRE RATED WALL ASSEMBLY SHALL
PRICE REPAIRS, DETERMINE IMPACT TO THE PROJECT SCHEDULE, SUBMIT ALL
BE PROVIDED AS A FIRE RATED CABINET.
INFORMATION TO THE OWNER WITHIN 72 HOURS OF A LOSS.
20.3, THE CONTRACTOR SHALL PROVIDE SUFFICIENT ALLOWANCE TO INSTALL ALL REQUIRED
10. Q4t7RDINATION
FIRE EXTINGUISHERS is CABINETS.
10.1.
CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK
20.4. THE CONTRACTOR MAY NOT ALLOCATE ANY TEMPORARY CONSTRUCTION USE FIRE
IS PERFORMED. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE CONTRACTOR'S
EXTINGUISHERS AS PERMANENT FIRE EXTINGUISHERS.
FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE WORK HAS BEEN
COMPLETED.
20.5. ALL FIRE EXTINGUISHERS AND CABINETS SHALL BE INSTALLED IN ACCORDANCE WITH
ALL APPLICABLE BUILDING ';CODES AND HANDICAP ACCESSIBILITY REQUIREMENTS.
11. SCHEDULING
OF WORK,:
21. COATINGS
11.1.
THE CONTRACTOR SHALL WORK AND RETAIN COOPERATION WITH THE OWNER AND
TENANT(S) IN SCHEDULING THEIR WORK IN ORDER TO CAUSE THE LEAST
21.1. THE CONTRACTOR SHALL ENSURE THAT ALL STRUCTURAL STEEL IS PAINTED WITH
INCONVENIENCE TO PERSONNEL AND PROPERTY,
ONE COAT OF PRIMER AND ONE COAT OF RUST INHIBITING PAINT PRIOR TO
ENCLOSURE.
12. TESTS
21.2. ALL EXPOSED EXTERIOR ALUMINUM SHALL BE COATED WITH A HIGH GLOSS, HIGH
12.1.
THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTS. PAYMENT OF ALL TEST
PERFORMANCE COATING. THE HIGH, PERFORMANCE COATING SHALL BE SUFFICIENT TO
SHALL BE AS INDICATED IN THE AGREEMENT BETWEEN THE OWNER /CONTRACTOR OR
PREVENT CORROSION OR DEGRADATION OF THE MATERIAL FOR A PERIOD OF 15
GENERAL CONDITIONS. IF NOT SPECIFICALLY DEFINED, THESE COSTS SHALL BE. "
YEARS. HIGH PERFORMANCE COATINGS SHALL BE INSTALLED IN ACCORDANCE WITH
BORNE BY THE CONTRACTOR.
THESE PLANS AND SPECIFICATIONS OR AS OTHERWISE REQUIRED BY THE
MANUFACTURER.
13, TYPICAL
DETAILS
22...ELAbdE SPREAD RATING
13.1.
CONTRACTOR SHALL RESOLVE QUESTIONS REGARDING APPLICABILITY, 0 F TYPICAL
DETAILS WITH THE ARCHITECT /ENGINEER.: DETAILS LABELED AS "TYPICAL DETAILS, OR
• MATERIAL USED N .. ,
22-1. ALL MA I THE INTERIOR . OF THE PROJECT MUST .MEET THE FUME
(TYP.) ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT ARE THE SAME OR
SPREAD RATINGS PER THEi GOVERNING CODE., PROOF OF THESE FLAME SPREAD
SIMILAR TO THOSE SPECIFICALLY DETAILED OR EXISTING AT THE SITE. SUCH DETAILS
RATINGS MUST BE INCLUDED AS A -PART OF A FINAL INSPECTION PRIOR TO
APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION.
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
14. CLEANING
23. FIRE RESISTANCE DINS
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14.1.
PROVIDE CLEANING AS INDICATED IN THE CONTRACT FOR CONSTRUCTION BETWEEN
23.1. PROVIDE INFORMATION ADDRESSING THE FIRE RESISTANCE OF EVERY EXISTING
THE OWNER /CONTRACTOR. THOROUGHLY CLEAN THE PREMISES TO MAKE READY FOR
CONSTRUCTION COMPONENT OR ASSEMBLY INSIDE OR ADJACENT TO THIS PROJECT,
OPENING. CLEAN ALL SURFACES INTERIOR AND EXTERIOR, FREE OF ALL DIRT AND
THEY MUST BE IN COMPLIANCE WITH THE AUTHORITY JURISDICTION CURRENT
BUILDING CODES WITH ALL CURRENT SUPPLEMENTS.
REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADES
INCLUDING:
24. FRAMING '
A. POLISHING ALL HARDWARE.
24.1. ALL FRAMING LUMBER AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED
B. THOROUGHLY CLEANING ALL CABINETS INSIDE AND OUT.
(F.R,T.) LUMBER. NO F.R.T." MATERIAL MAY BE' USED IN THE CEILINGS PLENUM OR
C. ALL MIRRORS, HELVES INSIDE AND OUT.
D. RS, GLASS STOREFRONTS, TERRACES, WINDOWS AND METAL FRAMING TO
ABOVE SPRINKLER COVERAGE, OR AS REQUIRED / RESTRICTED BY LOCAL GOVERNING
BE CLEANED INSIDE AND OUT, WHERE POSSIBLE..
CODES. INSTALL ALL .WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO
E. REMOVE ANY SPOTS FROM AND CLEAN ALL CARPETING.
DISTORTIONS. SHIM AS 'REQUIRED USING CONCEALED SHIMS.
F. CLEAN STORE FINISHES AND FLOORING THOROUGHLY INCLUDING BASES.
G. CLEAN OR TOUCH UP ALL PAINTED SURFACES WHICH ARE SOILED. THE GENERAL
25. COMPLETENESS OF WORK i
CONTRACTOR IS TO DELIVER TO THE OWNER A CLEAN BUILDING PRIOR TO OPENING
TO THE PUBLIC. -
25.1. ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS f NOR SPECIFIED, BUT
WHICH IS OBVIOUSLY, NECESSARY TO COMPLETE THE WORK OF A SIMILAR NATURE
15. EXISTING
SURFACES / FINISHES
OR TO COMPLY WITH ALL CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST.
15.1.
WITHIN THE PROJECT SITE AND AT ALL OTHER AFFECTED AREAS, CLEAN PATCH,' AND
25.2. ALL WORK- STARTED BY THE CONTRACTOR SHALL BE COMPLETED IN ITS ENTIRETY TO
'COMPLETED
RESTORE ALL FLOOR AND WALL SURFACES INDICATED TO REMAIN, TO A 'LIKE NEW
ITS' FINAL STATE WHETHER COMPLETELY DEFINED IN THE DRAWINGS OR
NOT.
CONDITION.
25.3. THE WORK HALL
S INCLUDE, THE PROVISIONS OF ALL MATERIALS CUTTING,
15.2.
WITHIN THE LIMITS OF THE WORK, CONTRACTOR IS TO REPLACE ALL DAMAGED
EXTENSIONS, CONNECTIONS, PATCHING, PAINTING, REPAIRING, ADAPTING AND OTHER
EXISTING FINISHES AND MATERIALS INDICATED TO .REMAIN WITH NEW PRODUCTS TO
WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY
MATCH EXISTING CONDITIONS.
BE REQUIRED, PROVIDE ALL NECESSARY SEALING OF PENETRATIONS LEFT FROM
REMOVED EQUIPMENT OR PRODUCED BY THIS WORK. UNLESS OTHERWISE NOTED ALL
15.3.
FILL, FLOAT AND /OR GRIND CONC. FLOOR SLAB AND /OR ORIGINAL FLOOR TILE PRIOR
WORK AND MATERIALS SHALL BE NEW AND PROVIDED BY THIS CONTRACTOR. THE
TO INSTALLATION OF NEW FLOOR FINISH, PROVIDING A LEVEL SUBSTRATE.
WORK SHALL ALSO INCLUDE THE REMOVAL AND DISPOSAL OF MATERIALS FROM THE
SITE AS DIRECTED BY, MALL MANAGEMENT.
16. USE
OF DRAWINGS j
25.4. ANY WORK NOT 'SHOWN ON THE DRAWINGS 'BUT CONSIDERED NECESSARY FOR THE
16,1.
THESE DRAWINGS ARE BEING PREPARED FOR THE PURPOSE OF PERMITTING AN AN
COMPLETION OF THE WORK IN A PROPER MANNER SHALL BE PROVIDED BY
INTERIOR TENANT_ IMPROVEMENT_ BUILD -OUT TO AN_EXISTINQ TFN6T5PACE FOR A
CONTRACTOR WITHOUT ADDITIONAL CHARGE.
NEW COFFEE SHOP LOCATED AT RED ROAD COMMQN,S 66QQ S.W. 57th AVENUE.
_AT
- . THESE DRAWINGS ARE NOT TO BE
25.5. WHERE PRESENT .WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT OR
USED FOR MAINTENANCE PURPOSES AS ACTUAL CONDITIONS MAY VARY FROM THOSE
WHERE OPENINGS ARE LEFT DUE TO 'THE, REMOVAL OF PIPES, EQUIPMENT OR
SHOWN ON THESE DRAWINGS DUE TO CHANGE ORDERS, ALTERATIONS BY OTHERS,
APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TO CORRESPOND IN
FIELD CONDITIONS, ETC.
MATERIAL, QUALITY, SHAPE''AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK
AND FIRE RATING, UNLESS OTHERWISE CALLED FOR.` WHERE DAMAGE IS NOT
16.2.
THESE DRAWINGS AND RELATED DOCUMENTS DETAIL WORK FOR THIS SPECIFIC
REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BE PROVIDED AT CONTRACTOR'S
PROJECT INDICATED BY THE PROJECT NUMBER AND LISTED LOCATION. THESE
EXPENSE.
DOCUMENTS SHALL REMAIN THE PROPERTY OF MODIS ARCHITECTS, , LLC. AND MAY
NOT BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT WRITTEN PERMISSION '
26. FINISHED FLOORING '
OF THE ARCHITECT, MODIS ARCHITECTS. LLC,
26.1. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING FINISHED FLOORING
16.3.
THE ARCHITECT AND ENGINEERS WILL NOT PROVIDE TO THE CONTRACTOR OR HIS
SURFACES FROM DAMAGE BY SUB - CONTRACTORS.
SUBCONTRACTORS ANY DISKS OR ELECTRONIC MEDIA PREVIOUSLY / CURRENTLY
USED IN THE PREPARATION OF THE CONSTRUCTION DRAWINGS.
26.2. THE CONTRACTOR SHALL EXAMINE THE FLOOR SLAB CONDITION TO DETERMINE TO
WHAT EXTENT FLOOR z PREPARATION, LEVELING, CHIP HAMMERING, ETC. WILL BE
16.4.
DO NOT REPRODUCE THE DRAWINGS FOR USE AS SHOP DRAWINGS.
NECESSARY TO FURNISH .A SMOOTH, LEVEL SUBSTRATE FOR THE PROPER
INSTALLATION OF ALL LFLOORING MATERIALS. THE COST OF SUCH WORK SHALL BE
16.5.
DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE.
THE RESPONSIBILITY OF, THE CONTRACTOR. UNEVEN SUBSTRATE WILL NOT BE
ACCEPTED AS AN EXCUSE FOR POORLY INSTALLED FLOORING MATERIALS.
17. WALL
DIMENSIONS
27, TILE
17.1.
AT INTERIOR WALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD. ALL EXTERIOR
WALL DIMENSIONS ARE TO FACES OF BLOCK WALLS (WHERE APPLICABLE).
27.1. ALL TILES SHOULD MEET 'OR EXCEED THE FOLLOWING REQUIREMENTS:
17.2.
ALL STUDS ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS
IESI INDUSTRY STANDARDS
OTHERWISE NOTED. PLEASE REFER TO WALL SECTIONS AND WALL TYPES FOR
ABRASIVE HARDNESS` ASTM C -501. > 100 .
DETAILED WALL CONSTRUCTION INFORMATION (WHERE APPLICABLE).
BOND STRENGTH ASTM C -482 > 50 PSI
BREAK STRENGTH ASTM C -648 > 250 LBS.
18. OWNEEFURNISHED
MATERIALS
COEFFICIENT OF FRICTION ASTM C -1028 > 0.6 (WET)
> 0.8 (WET - SLOPED SURFACES)
18.1.
FOR ANY MATERIAL FURNISHED BY THE OWNER WHICH ARE TO BE INSTALLED BY
COEFFICIENT OF FRICTION AST M C -1028 > 0.6 (DRY) ;
THE CONTRACTOR F.O.I.C. ITEMS: UNPACK AND VERIFY THE QUANTITY AND
( )
> 0.8 (DRY- SLOPED SURFACES)
CONDITION. NOTIFY THE OWNER OF ANY DISCREPANCIES IN QUANTITY AND DAMAGES
WATER ABSORPTION ASTM C -373 IMPERVIOUS
WITHIN TWELVE HOURS (12) OF RECEIVING SHIPMENT. FAILURE TO DO SO PLACES
FACIAL DIMS. , RANGE ASTM C -499 < 1.5X
RESPONSIBILITY ON THE CONTRACTOR.
RANGE OF THICKNESS ASTM C -499 <
WARPAGE (ALONG EDGE) ASTM C -485 < 1.
18.2.
ALL OWNER- FURNISHED MATERIAL, IF ANY, ARE TO BE FURNISHED VIA TAILGATE
WARPAGE (DIAGONAL) ASTM C -485 < 0.775% 5%
DELIVERY ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING,
WEDGING ASTM C--502 < :1.00X
EXAMINATION, AND TRANSPORTATION OF OWNER FURNISHED MATERIALS FROM THE
FROST RESISTANCE ASTM C -1026 RESISTANT
POINT OF OFF - LOADING TO THE JOB -SITE OR STORAGE AREA AS APPLICABLE.
CHEMICAL RESISTANCE ASTM C -650 UNAFFECTED
MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR
UNAFFECTED TOLERANCE
ALTERNATE LOCATION AS DIRECTED BY THE OWNER.
COLOR DIFFERENCE ASTM C--609 3.0 ,, JUDDS
FA
••• • • a••
9enefol notes "�• ��•
28. u• r u Y u u
Y u ♦ V
28.1. AS A MINIMUM, THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION
AND ERECTION DRAWINGS WITH INPUT BY A DELEGATED ENGINEER:
A. LIGHT GAUGE EXTERIOR WALL SYSTEMS r r Y u Y u •
B. GLAZED EXTERIOR WALL SYSTEMS U r r ` • r
Y r Y • a• Y Y b v• u b u••
C. OPEN WEB STEEL JOISTS
D. JOIST GIRDERS
E. SHORING
F. TRUSSES
29. THRESHOLD ENGINEER
29.1. IF A THRESHOLD ENGINEER IS PRESENT ON SITE AND NOT THE ENGINEER OF
RECORD, ALL QUESTIONS AND DIRECTIVE MUST BE ADDRESSED WITH THE ENGINEER
OF RECORD.
30. 5ISU ;TURAL ALUMINUM
30.1. THE DESIGN, FABRICATION, AND ASSEMBLY OF STRUCTURAL ALUMINUM FOR BUILDINGS
OR STRUCTURES SHALL CONFORM TO SPECIFICATIONS FOR ALUMINUM STRUCTURES,
ALUMINUM CONSTRUCTION MANUAL, SECTION 1, OF ALUMINUM ASSOCIATION.
31. SHOP DRAWINGS :
31.1. THE CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF STAMPED AND APPROVED SHOP
DRAWINGS CALLED FOR ON THE CONTRACT DOCUMENTS AND /OR REQUIRED BY
OWNER AND /OR BUILDING OFFICIALS TO THE ARCHITECT IN SUFFICIENT TIME TO BE
REVIEWED AND PROCESSED SO AS TO CAUSE NO DELAY. DRAWINGS WILL NOT BE
REVIEWED UNLESS APPROVED AND STAMPED BY SUBCONTRACTOR. THE FOLLOWING IS
A PARTIAL LIST OF SUBMITTALS REQUIRED:
A. HARDWARE AND DOOR
B. TILES AND GROUT
C. SEALERS, AND COATINGS
D. PAINT
E. SEALANTS
F. SIGNAGE
G. PLUMBING FIXTURES AND DRAINS
H. LIGHTING FIXTURES
I. ELECTRICAL SWITCHES AND OUTLETS
J. ELECTRICAL PANELS
32. EENETRATIONS AND CUTTING
3.
2 1. CUTTING OR DRILLING OF ANY STRUCTURAL MEMBER IS NOT PERMITTED WITHOUT THE
PRIOR WRITTEN APPROVAL OF THE ARCHITECT. THE ARCHITECT SHOULD BE GIVEN
ADVANCE NOTICE TO ALLOW ADEQUATE TIME TO REVIEW AND EVALUATE EACH OF THE
CONTRACTOR'S PROPOSALS.
32.2. ALL FLOOR SLAB PENETRATIONS, INCLUDING THOSE REQUIRED FOR MECHANICAL,
PLUMBING, ELECTRICAL UTILITIES MUST BE PACKED WITH APPROVED FIRE SAFE
MATERIAL AND SEALED BETWEEN EDGES OF SLAB OPENINGS AND DUCT PIPE,
CONDUIT, ETC., AS REQUIRED TO MAINTAIN THE FLOOR INTEGRITY AND HOURLY FIRE
RATINGS SPECIFIED AND /OR AS REQUIRED BY CODE.
33.
33.1. THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE
BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE
BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE
ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE
NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER
COMPLETION OF THE PROJECT.
33.2. THE STRUCTURAL ENGINEER /ARCHITECT OF RECORD DOES NOT POSSES, NOR
PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE
EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION
PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE
ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS
HE /SHE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER /ARCHITECT
OF RECORD SPECIALIZES IN STRUCTURAL DESIGN /ARCHITECTURE ONLY, AND THE
BOARD OF PROFESSIONAL REGULATION FORBIDS HIM /HER FROM ASSUMING
RESPONSIBILITY OUTSIDE HIS /HER AREA OF EXPERTISE
OF
,U
,
IN TEMOn till, 001F ICATIONS ONLY
(ANY &M.102 K.!)DIrICATION MAY REQU;RX
'wm i
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
11
IT'S THE LAW 1�
1 -500- 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
THE GENERAL CONTRACTOR SHALL CALL "SUNSHINE
STATE ONE CALL ", 811 OR 1 -800 -432 -4770, 48
HOURS BEFORE DIGGING IN FLORIDA TO COORDINATE
LOCATION OF UTILITIES WITHIN THE PUBLIC AREAS OF
THE PROJECT. NO DIGGING SHALL COMMENCE UNTIL
ALL OF THE UTILITY COMPANIES HAVE BEEN CONTACTED
AND LOCATION OF UTILITY LINES TOOK PLACE.
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