13-1149-002•ri• iii • r ••Ur47 Ur•
err • • ■' 4995 -SW 75th Ave.
r...• .. Miami, FL 33155
•• � r ur • r ru W
.�� '•"
www.fortislamas.com
r•ir r• roe 000•
WW•r W
. .• 0 Fr
1.
8. HURRICANE / WINDSTORM PLAN:
* 305.433.7668
1
AREAS OF THE BUILDING.
F-305.808.3463
PATCHING, ETC.
�I INDUSTRY STANDARDS
6. CUT, REMOVE, PATCH, ALTER, AND REFINISH EXISTING
CONSTRUCTION AS REQUIRED
1.1. PLANS AND DETAILS ARE COMPLEMENTARY AND MUTUALLY EXPLANATORY
HE CONTRACTOR SHALL PREPARE AND MAINTAIN A HURRICANE PREPAREDNESS
9. OPENINGS LEFT THROUGH RATED AND SMOKE PARTITIONS
TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL
W
.„�r'.�
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.
PLAN, THE CONTRACTOR SHALL MAINTAIN SAID PLAN IN A LOCATION THAT IS
SUBSTITUTION OF MATERIALS OR EQUIPMENT OTHER THAN SPECIFIED SHALL BE
K.
L.
WEDGING ASTM C -502 1 T
FROST RESISTANCE ASTM C --1026
WHERE VARIANCES, DISCREPANCIES, ETC. OCCUR BETWEEN DRAWINGS
READILY ACCESSIBLE FOR REVIEW BY THE OWNER AND OR ARCHITECT.
PERMITTED UPON WRITTEN AUTHORIZATION FROM THE ARCHITECT AND OWNER.
M.
RESISTANT
CHEMICAL RESISTANCE ASTM C -650 UNAFFECTED
7. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING
AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENTS ITSELF, HE ITEM
OR ARRANGEMENT OF BETTER QUALITY AND OR HIGHER COST SHALL
8.1 THE HURRICANE PLAN SHALL INCLUDE A LIST OF CONTACTS IN THE EVENT
THE CONTRACTOR SHALL BEAR THE BURDEN OF PROOF THAT SUCH SUBSTITUTION IS
N.
0.
UNAFFECTED TOLERANCE ASTM C -609 3.0 JUDDS
COLOR DIFFERENCE
NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE
BE
INCLUDED IN HE CONTRACT.
THAT A HURRICANE WATCH IS POSTED AND WILL ALSO ADDRESS WHAT
EQUAL TO SPECIFIED ITEM AND CAN BE OBTAINED IN A TIMELY MANNER.
'IV
PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVAL, HANDLING AND PROTECTION AGAINST
W
MEASURES ARE TO BE TAKEN TO SECURE HE CONSTRUCTION SITE IN HE
CONCRETE BLOCK WALLS. CONTRACTOR SHALL NOT
DEMOLISH OPENINGS WITH SLEDGE
PERFORMING A WALK - THROUGH OF THE PROJECT PRIOR
ORLANDO LAMAS
1.2. THE CONTRACTOR AGREES THAT HE, HIS MANAGEMENT TEAM ESTIMATOR,
(
EVENT OF NOTIFICATION BY THE NATIONAL WEATHER SERVICE OF AN
IMPENDING HURRICANE OR WINDSTORM THAT MAY THREATEN THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL
28.
DELEGATE ENGJNEERS
design
PROJECT MANAGER, PROJECT ENGINEERS, SUPERINTENDENTS, AND
JOB.
SUBSTITUTE ITEMS WITH ALL ASSOC ATED /IMPACTED TRADES.
8. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED
V
SUBCONTRACTORS AND PRINCIPAL SUPERVISORY PERSONNEL) HAS
8.2 THE HURRICANE PLAN SHALL ADDRESS HOW THE CONTRACTOR WILL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN COSTS ASSOCIATED WITH
4,i
architecture
AS A MINIMUM, THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE
FABRICATION AND ERECTION DRAWINGS
VISITED THE SITE, EXAMINED THE SITE AND THE LOCATION OF THE
MOBILIZE THE PROJECT FOLLOWING A WIND OR HURRICANE EVENT AND
A SUBSTITUTION.
3.
WITH INPUT BY A DELEGATED
ENGINEER:
PROPOSED WORK, AND EXISTING IMPROVEMENTS, AND CONDITIONS AND
DOCUMENTATION OF DAMAGES AND HOW REPAIRS WILL BE HANDLED IN THE
INCLUDING WORK ABOVE AND/ OR BELOW THE FLOOR
OF UTILITY SERVICES AS REQUIRED, TOGETHER WITH
PHYSICAL CHARACTERISTICS OF THE JOB. THE CONTRACTOR(S) SHALL
EVENT OF A LOSS,
PERMANENT FIRE EXTINGUISHERS
A.
LIGHT GAUGE EXTERIOR WALL SYSTEMS
o
In t
INCLUDE IN HIS BUDGET ALL COSTS ASSOCIATED WITH, AND PERTAINING
CEASE OPERATIONS AND NOTIFY THE OWNER'S
B.
GLAZED EXTERIOR WALL SYSTEMS
REPRESENTATIVE IMMEDIATELY IF SAFETY OF STRUCTURE
TO, THE SATISFACTORY COMPLETION OF THE PROJECT AND THE
9. DAMAGES
20.1 FIRE EXTINGUISHERS OF THE TYPE AND QUANTITY APPROVED BY THE LOCAL
C.
D.
OPEN WEB STEEL JOISTS
JOIST GIRDERS
FORTIS LAMAS ARCHITECTS, Infringements of the •anoeirts and design
Ideas presented in those drawings are forbidden, violators will be
COMPLETE INSTALLATION OF ALL ASSOCIATED SYSTEMS, INCLUDING THE
w
FIRE OFFICIAL AND THE OWNERS CASUALTY INSURER ARE TO BE PROVIDED
E.
SHORING
PROVIDE PROTECT
REMOVAL AND RELOCATION OF ANY AND ALL OBJECTS OR OBSTRUCTIONS
IN THE EVENT OF DAMAGES TO THE BUILDING WHICH REQUIRE ASSESSMENT FOR
IN SURFACE MOUNTED CABINETS,
F.
TRUSSES
z
THAT MAY BE ENCOUNTERED IN THE COMPLETION OF THE WORK THAT
AN INSURANCE CLAIM, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF
J
MAY NOT HAVE BEEN PREVIOUSLY DOCUMENTED IN THE CONSTRUCTION
THE CIRCUMSTANCES SURROUNDING THE LOSS, DOCUMENT DAMAGES, DETERMINE
20.2 ALL FIRE EXTINGUISHER CABINETS LOCATED IN A FIRE RATED WALL
29,
THRESHOLD ENGINEER:
DOCUMENTS.
AND PRICE REPAIRS, DETERMINE IMPACT TO THE PROJECT SCHEDULE, SUBMIT ALL
ASSEMBLY SHALL BE PROVIDED AS A FIRE RATED CABINET,
1.3. THE WORK DESCRIBED HEREIN INVOLVES ENT OF WINDOWS,
INFORMATION TO THE OWNER WITHIN 72 HOURS OF A LOSS.
IF A THRESHOLD ENGINEER IS PRESENT ON SITE AND NOT THE ENGINEER
THE CONTRACTOR SHALL CORRELATE' ALL WORK DESCRIBED ON THE
ORK DE
10. 0 ION
20.3 THE CONTRACTOR SHALL PROVIDE SUFFICIENT ALLOWANCE TO
OF RECORD, ALL QUESTIONS AND DIRECTIVE MUST BE ADDRESSED WITH
DRAWINGS WITH THE ACTUAL CONDITIONS IN THE FIELD. CONTRACTORS
INSTALL ALL REQUIRED FIRE EXTINGUISHERS is CABINETS.
THE ENGINEER OF RECORD.
SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY SITUATION WHICH
CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE
20.4 THE CONTRACTOR MAY NOT ALLOCATE ANY TEMPORARY CONSTRUCTION USE
30.
2IRUCTURAL ALUMINUM
ENDANGERS THE INTEGRITY OF THE BUILDING OR PREVENTS HIM FROM
WORK IS PERFORMED. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE
FIRE EXTINGUISHERS AS PERMANENT FIRE EXTINGUISHERS.
SUCCESSFULLY ATTAINING THE DESIGN INTENT.
CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE
THE DESIGN, FABRICATION, AND ASSEMBLY OF STRUCTURAL ALUMINUM
1.4. CONTRACTOR SHALL PREPARE A CONSTRUCTION SCHEDULE SUBJECT TO
WORK HAS BEEN COMPLETED.
20.5 ALL FIRE EXTINGUISHERS AND CABINETS SHALL BE INSTALLED IN
FOR BUILDINGS OR STRUCTURES SHALL CONFORM TO SPECIFICATIONS
REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE
11 SCHEDULING OF
ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND HANDICAP
ACCESSIBILITY REQUIREMENTS.
FOR ALUMINUM STRUCTURES, ALUMINUM CONSTRUCTION MANUAL,
SECTION 1, OF ALUMINUM ASSOCIATION.
1.5. THE CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPLICABLE CODES
THE CONTRACTOR SHALL WORK AND RETAIN COOPERATION WITH THE OWNER AND
COATINGS
31.
SHOP DRAWINGS
AND STANDARDS RELEVANT TO THIS PROJECT ON SITE AT ALL TIMES,
TENANT(S) IN SCHEDULING THEIR WORK IN ORDER TO CAUSE THE LEAST
AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND
INCONVENIENCE TO PERSONNEL AND PROPERTY.
21,1 THE CONTRACTOR SHALL ENSURE THAT ALL STRUCTURAL STEEL IS
THE CONTRACTOR SHALL SUBMIT FOUR SETS OF STAMPED AND APPROVED
LOCAL
CODES, STANDARDS, REGULATIONS, AND LAWS.
12. TESTS
PAINTED WITH ONE COAT OF PRIMER AND ONE COAT OF RUST INHIBITING
PAINT PRIOR TO ENCLOSURE.
SHOP DRAWINGS CALLED FOR ON THE CONTRACT DOCUMENTS AND /OR
REQUIRED BY OWNER AND /OR BUILDING OFFICIALS TO THE ARCHITECT IN
1.6• THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF
THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTS. PAYMENT OF ALL
21.2 ALL EXPOSED EXTERIOR ALUMINUM SHALL BE COATED WITH A HIGH GLOSS,
SUFFICIENT TIME TO BE REVIEWED AND PROCESSED SO AS TO CAUSE NO
PERMIT DRAWINGS ON -SITE AT ALL TIMES ALONG WITH ALL REVISIONS
TEST SHALL BE AS INDICATED IN THE AGREEMENT BETWEEN THE
HIGH PERFORMANCE COATING. THE HIGH PERFORMANCE COATING SHALL
DELAY. DRAWINGS WILL NOT BE REVIEWED UNLESS APPROVED AND
TO THE PERMIT, INCLUDING PERMITTED SHOP DRAWINGS AND
CALCULATIONS. SAID DRAWINGS ALONG WITH
OWNER / CONCRRACTOR OR GENERAL CONDITIONS. IF NOT SPECIFICALLY DEFINED
BE SUFFICIENT TO PREVENT CORROSION OR DEGRADATION OF THE
STAMPED BY SUBCONTRACTOR.
THE FOLLOWING IS A PARTIAL LIST OF SUBMITTALS REQUIRED:
ALL INSPECTION LOGS,
AND PERMITS SHOULD BE MAINTAINED IN AN EASILY ACCESSIBLE SPACE
THESE COSTS SHALL BE BORNE BY THE CONTRACTOR.
MATERIAL FOR A PERIOD OF 15 YEARS. HIGH PERFORMANCE COATINGS
FOR HE OWNER, ARCHITECT, ENGINEERS, AND BUILDING OFFICIALS TO
13. TYPIQ& DETAILS
SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS OR AS OTHERWISE REQUIRED BY HE MANUFACTURER.
A.
HARDWARE AND DOORS
REVIEW.
B.
TILES AND GROUT
1.7. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, PERMIT
CONTRACTOR SHALL RESOLVE QUESTIONS REGARDING APPLICABILITY OF TYPICAL
"TYPICAL
C.
D.
SEALERS, AND COATINGS
PAINT
DOCUMENTS, DIMENSIONS, JOB -SITE CONDITIONS, AND COORDINATE WITH
DETAILS WITH HE ARCHITECT /ENGINEER. DETAILS LABELED AS DETAILS
OR (TYP.) ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT ARE
ALL MATERIAL USED IN THE INTERIOR OF THE PROJECT MUST MEET THE FLAME
E.
F.
SEALANTS
FIELD DIMENSIONS, AND PROJECT SHOP DRAWINGS PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL MAKE NOTE OF ANY AND ALL
THE SAME OR
SIMILAR TO THOSE SPECIFICALLY DETAILED OR EXISTING AT THE SITE. SUCH
SPREAD RATINGS PER THE GOVERNMENT CODE. PROOF OF THESE FLAME
G.
SIGNAGE
PLUMBING FIXTURES AND DRAINS
DISCREPANCIES THAT PREVENT THE INSTALLATION OF ANY ASPECT OF
DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION.
SPREAD RATINGS MUST BE INCLUDED AS A PART OF A FINAL INSPECTION PRIOR
TO ISSUANCE OF A CERTIFICATE
H.
UGHTING FIXTURES
THE CONSTRUCTION TO ACHIEVE THE CHARACTER AND APPEARANCE
14. CLEANING
OF OCCUPANCY.
I.
ELECTRICAL SWITCHES AND OUTLETS
DEFINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL
FIRE BESISTANCE BEING
J.
ELECTRICAL PANELS
REPORT ANY AND ALL DISCREPANCIES REGARDLESS OF THEIR
NATURE TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE
PROVIDE CLEANING AS INDICATED IN THE CONTRACT FOR CONSTRUCTION BETWEEN
32.
RENETRATIQU3 A •
WORK, REASONABLY ASSESS THE CONDITION AND DETERMINE AN
THE OWNER /CONTRACTOR. THOROUGHLY CLEAN THE PREMISES TO MAKE READY
PROVIDE INFORMATION ADDRESSING THE FIRE RESISTANCE OF EVERY EXISTING
CONSTRUCTION COMPONENT OR
APPROPRIATE SOLUTION.
FOR OPENING. CLEAN ALL SURFACES INTERIOR AND EXTERIOR, FREE OF ALL DIRT
ASSEMBLY INSIDE OR ADJACENT TO THIS
PROJECT, THEY MUST BE IN COMPLIANCE WITH THE 2007
32.1 CUTTING OR DRILLING OF ANY STRUCTURAL MEMBER IS NOT
AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE
FLORIDA BUILDING
CODE WITH ALL CURRENT SUPPLEMENTS.
PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.
1.8. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE DRAWINGS.
TRADES INCLUDING:
THE ARCHITECT SHOULD BE GIVEN ADVANCE NOTICE TO ALLOW ADEQUATE
NO "CHANGE ORDERS" FOR MISSED ITEMS IN OTHER SECTIONS OF THE
14,1. POLISHING ALL HARDWARE.
FEMING
TIME TO REVIEW AND EVALUATE EACH OF HE CONTRACTOR'S PROPOSALS.
WORK WILL BE PERMITTED. THE CONTRACTOR SHALL PROMPTLY NOTIFY
THE ARCHITECT IN WRITING OF AMBIGUITY, INCONSISTENCY OR ERROR
14.2• THOROUGHLY CLEANING ALL CABINETS INSIDE AND OUT.
14.3.
24.1 ALL FRAMING LUMBER AND WOOD BLOCKING SHALL BE FIRE RETARDANT
32.2 ALL FLOOR SLAB PENETRATIONS, INCLUDING THOSE REQUIRED FOR
WHICH THEY DISCOVER UPON EXAMINATION OF THE CONTRACT
CLEANING SHELVES INSIDE AND OUT
14.4. ALL MIRRORS, GLASS STOREFRONTS, AND TERRACES, WINDOWS AND, METAL
TREATED (F.R.T.) LUMBER. NO F.R.T. MATERIAL MAY BE USED IN THE
MECHANICAL, PLUMBING, ELECTRICAL UTILITIES MUST BE PACKED
WITH APPROVED FIRE
�
DOCUMENTS, THE SITE, OR LOCAL CONDITIONS.
FRAMING TO BE CLEANED INSIDE AND OUT, WHERE POSSIBLE.
CEILINGS PLENUM OR ABOVE SPRINKLER COVERAGE OR AS REQUIRED
r /
SAFE MATERIAL AND SEALED BETWEEN EDGES
,
OF SLAB OPENINGS AND DUCT PIPE, CONDUIT, ETC., AS REQUIRED
1.9. THE CONTRACTOR SHALL PERFORM ALL WORK IN A FIRST CLASS
14.5. REMOVE ANY SPOTS FROM AND CLEAN ALL CARPETING,
RESTRICTED BY LOCAL GOVERNING CODES,
TO MAINTAIN THE FLOOR INTEGRITY AND HOURLY FIRE RATINGS
WORKMANSHIP LIKE MANNER.
14.6. CLEAN STORE FINISHES AND FLOORING THOROUGHLY INCLUDING BASES.
..
14.7. CLEAN OR TOUCH UP ALL PAINTED SURFACES WHICH ARE SOILED. THE 4
INSTALL ALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS, SHIM
SPECIFIED AND/OR AS REQUIRED BY CODE.
/
"
W
1.10. THE ARCHITECT AND OR ENGINEERS(S) SHALL NOT BE RESPONSIBLE
GENERAL, CONTRACTOR IS TO DELIVER TO HE OWNER A CLEAN BUILDING
AS REQUIRED USING CONCEALED SHIMS.
33.
SAFETY OSHA AN,Q LABOR LAWS :
FOR, NOR HAVE CONTROL OR CHARGE OVER THE CONSTRUCTION MEANS,
PRIOR TO OPENING TO THE PUBLIC.
m
METHODS, SEQUENCES, OR PROCEDURES OR FOR HE SAFETY
15, EXISTING SURFACES S / FINISHES
33.1 THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE
PREC�,UTION PROGRAMS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
25.1 ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS,
AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S
a
DAMAGES OR INJURIES DUE TO HIS ACT OR NEGLECT.
15.1. WITHIN THE PROJECT SITE AND AT ALL OTHER AFFECTED AREAS, CLEAN PATCH,
NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO
SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
SEQUENCE AND INSURE H
1.11 NOT USED
AND RESTORE ALL FLOOR AND WALL SURFACES INDICATED TO REMAIN, TO A
COMPLETE THE WORK OF A SIMILAR NATURE OR TO COMPLY
E SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF
'LIKE NEW' CONDITION.
WITH ALL CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST.
WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE
W
1.12. PROTECT THE EXISTING BUILDING AND ADJACENT AREAS FROM DAMAGE
15.2. WITHIN THE LIMITS OF THE WORK, CONTRACTOR IS TO REPLACE ALL
25.2 ALL WORK STARTED BY THE CONTRACTOR SHALL BE COMPLETED IN
NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S
AND BE LIABLE FOR DAMAGES THEY CAUSE, PROVIDE BARRICADES
.
DAMAGED EXISTING FINISHES AND MATERIALS INDICATED TO REMAIN WITH
ITS ENTIRETY TO ITS FINAL COMPLETED STATE WHETHER COMPLETELY
PROPERTY AFTER COMPLETION OF THE PROJECT.
AND BARRIERS AS REQ'D TO PROTECT ADJACENT AREAS AND PERSONNEL
NEW PRODUCTS TO MATCH EXISTING CONDITIONS.
DEFINED IN THE DRAWINGS OR NOT.
AND PREVENT MIGRATION OF DUST AND EXCESS DEBRIS. PROVIDE
33,2 THE STRUCTURAL ENGINEER /ARCHITECT OF RECORD DOES NOT
FENCE jc PROTECTION TO PROTECT ADJACENT BUILDINGS.
15.3. FILL, FLOAT AND /OR GRIND CONC. FLOOR SLAB AND /OR ORIGINAL FLOOR
THE WORK SHALL INCLUDE THE PROVISIONS OF ALL MATERIALS, CUTTING,
POSSES, NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN
MATTERS TO
TILE PRIOR TO INSTALLATION OF NEW FLOOR FINISH, PROVIDING A LEVEL
EXTENSIONS, CONNECTIONS, REPAIRING A
PATCHING, PAINTING, ADAPTING AND
OTHER WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY
JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW
REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND
-"
1.13 AS -BUILT CONDITIONS MAY NOT COINCIDE WITH THOSE INDICATED ON
SUBSTRATE.
CONNECTIONS AS MAY BE REQUIRED. PROVIDE ALL NECESSARY SEALING OF
COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE
W
THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE
16'
PENETRATIONS LEFT FROM REMOVED EQUIPMENT OR PRODUCED BY THIS WORK.
RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HOSE CONSULTANTS
RESPONSIBLE FOR DEMOLITION, BUT NOT LIMITED TO, ALL THE ITEMS
UNLESS OTHERWISE NOTED ALL WORK AND MATERIALS SHALL BE NEW AND
HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL
r
LISTED FOR DEMOLITION IN THE CONSTRUCTION DOCUMENTS. THE
16.1, THESE DRAWINGS ARE BEING PREPARED FOR THE PURPOSE OF PERMITTING
PROVIDED BY THIS CONTRACTOR. THE WORK SHALL ALSO INCLUDE THE
ENGINEER /ARCHITECT OF RECORD SPECIALIZES IN STRUCTURAL
<
CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS AND SHALL BE
THEW NT 7
REMOVAL AND DISPOSAL OF MATERIALS FROM THE SITE AS DIRECTED BY MALL
DESIGN ARCHITECTURE ONLY, AND THE BOARD OF PROFESSIONAL
/
5
RESPONSIBLE FOR DEMOLITION OF EXISTING WORK AS REQUIRED TO
VAR 0 -
33134• THESE DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE
MANAGEMENT.
REGULATION FORBIDS HIM /HER FROM ASSUMING RESPONSIBILITY OUTSIDE
0
COMPLETE THE NEW WORK.
PURPOSES AS ACTUAL CONDITIONS MAY VARY FROM HOSE SHOWN ON THESE
25.4 ANY WORK NOT SHOWN ON THE DRAWINGS BUT CONSIDERED NECESSARY
HIS /HER AREA OF EXPERTISE
2. LICENSINQ
DRAWINGS DUE TO CHANGE ORDERS, ALTERATIONS BY OTHERS, FIELD
FOR HE COMPLETION OF THE WORK IN A PROPER MANNER SHALL BE
CONDITIONS, ETC.
PROVIDED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE.
::
°
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED BY THE
STATE OF FLORIDA, CITY QE CORAL GABLES LICENSES AND CLEARANCES
16 .2• THESE DRAWINGS AND RELATED DOCUMENTS DETAIL WORK FOR THIS SPECIFIC
WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT OR
"
SHALL CONFORM TO ALL BUILDING SECURITY POLICIES AND REGULATIONS.
PROJECT INDICATED BY THE PROJECT NUMBER AND LISTED LOCATION. THESE
DOCUMENTS SHALL REMAIN THE
WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR
3.
PROPERTY OF FORTIS LAMAS ARCHITECTS. AND
MAY NOT BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT WRITTEN
APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TO CORRESPOND
_
PERMISSION OF THE ARCHITECT, FORTIS LAMAS ARCHITECTS,
IN MATERIAL, QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND
ADJOINING WORK AND FIRE RATING UNLESS. OTHERWISE CALLED FOR. WHERE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING THE
16.3• THE ARCHITECT AND ENGINEERS WILL NOT PROVIDE TO THE CONTRACTOR OR
DAMAGE IS NOT REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BE PROVIDED
-
z
REQUIREMENTS OF AND ADHERING TO ALL NOISE ORDINANCES OR OTHER
ORDINANCES THAT MAY RESTRICT THE ACTIVITIES OF THE WORK ON THIS
HIS SUBCONTRACTORS ANY DISKS OR ELECTRONIC MEDIA PREVIOUSLY /
AT CONTRACTOR'S EXPENSE.
10,
JOB,
CURRENTLY USED IN THE PREPARATION OF THE CONSTRUCTION DRAWINGS.
FINISHED FLO,Q IR NG
C
r
4. PERMITS
16.4. DO NOT REPRODUCE THE DRAWINGS FOR USE AS SHOP DRAWINGS.
26,1 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED
1 C.S. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE.
FINISHED FLOORING SURFACES FROM DAMAGE BY SUB - CONTRACTORS.
PERMITS PRIOR TO THE COMMENCEMENT OF WORK. THE REQUESTING AND
17. WALL DIMENSIONS
THE CONTRACTOR SHALL EXAMINE THE FLOOR SLAB CONDITION TO DETERMINE TO
U
COORDINATION OF ALL INSPECTIONS AND APPROVAL OF ALL ASPECTS OF HIS
WHAT EXTENT FLOOR PREPARATION, LEVELING, CHIP HAMMERING, ETC. WILL BE
1
WORK, AND OBTAINING ALL TEMPORARY AND FINAL CERTIFICATES OF
OCCUPANCY.
1
17.. AT INTERIOR WALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD. ALL
NECESSARY TO FURNISH A SMOOTH, LEVEL SUBSTRATE FOR THE PROPER
r
EXTERIOR WALL DIMENSIONS ARE TO FACES OF BLOCK WALLS (WHERE
INSTALLATION OF ALL FLOORING MATERIALS. THE COST OF SUCH WORK
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UNEVEN SUBSTRATE
5. DEBRIS AND DISPOSAL :
APPLICABLE).
WILL NOT BE ACCEPTED AS AN EXCUSE FOR POORLY INSTALLED FLOORING
5
MATERIALS.
THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISCARD IN
17.2. ALL STUDS ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS
IT'S THE LAW
r
°
A TIMELY MANNER ALL CONSTRUCTION DEBRIS THAT WILL NOT BE REUSED
OTHERWISE NOTED. PLEASE REFER TO WALL SECTIONS AND WALL TYPES FOR
TILE
.� -800-432-4770
OR RELOCATED ELSEWHERE IN THE PROJECT.
DETAILED WALL CONSTRUCTION INFORMATION (WHERE APPLICABLE).
ALL TILES SHOULD MEET OR EXCEED THE FOLLOWING REQUIREMENTS:
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
N
6. HAZARDOUS MATERIALS
18. OWNER FURNISHED MATERIAL
�I INDUSTRY STA, DARES
THE GENERAL CONTRACTOR SHALL CALL "SUNSHINE
1
IF ANY HAZARDOUS MATERIALS, INCLUDING ASBESTOS, ARE ENCOUNTERED
18.1. FOR ANY MATERIAL FURNISHED BY THE OWNER WHICH ARE TO BE INSTALLED
ABRASIVE HARDNESS ASTM C -501 > 100
STATE ONE CALL ", 811 OR 1 -800- 432 -4770, 48
00
DURING DEMOLITION WORK, STOP WORK IMMEDIATELY AND CONTACT MALL
BY THE CONTRACTOR (F.O.I.C.) ITEMS: UNPACK AND VERIFY THE QUANTITY AND
BOND STRENGTH ASTM C -482 > 50 PSI
HOURS BEFORE DIGGING IN FLORIDA TO COORDINATE
I
MANAGEMENT CONTRACTOR TO VERIFY QUANTITIES AND LOCATION OF
CONDITION. NOTIFY THE OWNER OF ANY DISCREPANCIES IN QUANTITY AND
BREAK STRENGTH ASTM C -648 > 250 LBS.
LOCATION OF UTILITIES WITHIN THE PUBLIC AREAS OF
EXISTING TELEPHONE OUTLETS, CLEAN -OUTS AND DRAINS AND CONFIRM
DAMAGES WITHIN TWELVE HOURS (12) OF RECEIVING SHIPMENT. FAILURE TO
COEFFICIENT OF FRICTION ASTM C -1028 > 0.6 (DRY)
THE PROJECT. NO DIGGING SHALL COMMENCE UNTIL
AVAILABILITY OF REPLACEMENT ITEMS PRIOR TO DEMOLITION WORK.
DO SO PLACES RESPONSIBILITY ON THE CONTRACTOR.
COEFFICIENT OF FRICTION ASTM C -1028 > 0.6 (WET)
ALL OF THE UTILITY COMPANIES HAVE BEEN CONTACTED
7. MATERIALS AND EQUIPMENT
WATER ABSORPTION ASTM C -373 IMPERVIOUS
AND LOCATION OF UTILITY LINES TOOK PLACE.
18.2. ALL OWNER - FURNISHED MATERIAL, IF ANY, ARE TO BE FURNISHED VIA TAILGATE
FACIAL DIMS, RANGE ASTM C -499 < 1.5%
DELIVERY ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING,
RANGE OF THICKNESS ASTM C -499 < 0.040
THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS, EQUIPMENT, AND
EXAMINATION, AND TRANSPORTATION OF OWNER FURNISHED MATERIALS FROM
WARPAGE (ALONG EDGE) ASTM C -485 < 1.00%
APPLIANCES THAT ARE TO BE USED. THE CONTRACTOR SHALL PROVIDE
THE POINT OF OFF- LOADING TO THE JOB -SITE OR STORAGE AREA AS
WARPAGE (DIAGONAL) ASTM C-•485 < 0.75%
PROTECTION FROM VANDALISM, THEFT, WEATHER, DUST, NOISE, AND ANY
APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE
OTHER SOURCE OF DAMAGE OR LOSS.
TRUCK DOCK OR ALTERNATE LOCATION AS DIRECTED BY THE OWNER.
•ri• iii • r ••Ur47 Ur•
err • • ■' 4995 -SW 75th Ave.
r...• .. Miami, FL 33155
•• � r ur • r ru W
.�� '•"
www.fortislamas.com
r•ir r• roe 000•
WW•r W
. .• 0 Fr
. IVE MEASURES TO COMPLY WITH
CHAPTER 33 OF THE FBC. AS REQUIRED TO GUARANTEE
•.
PROFESSIONAL SEAL:
* 305.433.7668
1
AREAS OF THE BUILDING.
F-305.808.3463
PATCHING, ETC.
HE SCOPE OF DEMOLITION WORK AND S NOT INTENDED
6. CUT, REMOVE, PATCH, ALTER, AND REFINISH EXISTING
CONSTRUCTION AS REQUIRED
�;'�4
9. OPENINGS LEFT THROUGH RATED AND SMOKE PARTITIONS
TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL
W
.„�r'.�
AND IN SATISFACTORY CONDITION. CLOSELY MATCH
REMOVE ALL EXISTING ITEMS AS REQUIRED TO COMPLETE
Cvr
TEXTURE AND FINISH OF EXISTING ADJACENT SURFACE.
SHALL BE CLOSED (BOTH SIDES) AS REQUIRED TO
HE JOB.
Q
7. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING
' `•�r
�0
• r;
AA 26001480
2.
NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE
REGULATIONS, LAWS AND ORDINANCES CONCERNING
'IV
PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVAL, HANDLING AND PROTECTION AGAINST
W
CONCRETE BLOCK WALLS. CONTRACTOR SHALL NOT
DEMOLISH OPENINGS WITH SLEDGE
PERFORMING A WALK - THROUGH OF THE PROJECT PRIOR
ORLANDO LAMAS
AR 93251
REMOVED MATERIALS IS NOT PERMITTED ON PROJECT
TO SUBMITTING A BID TO THE OWNER FOR IDENTIFYING
PROJECTINFOt
``V
design
LINES HAVE BEEN CUT.
POSSIBLE CRITICAL ITEMS OMITTED/ AMBIGUOUSLY OR
8. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED
V
NOT PROPERLY ADDRESSED , WHICH REQUIRE REMOVAL/
RELOCATION.
4,i
architecture
RENOVATION WORK SHALL ENTAIL INTERVENTIONS IN
AREAS OUTSIDE OF THE
LU
interiors
3.
SCHEDULE FOR SHUTOFF, CAPPING, AND CONTINUATION
W
LL
INCLUDING WORK ABOVE AND/ OR BELOW THE FLOOR
OF UTILITY SERVICES AS REQUIRED, TOGETHER WITH
planning
LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK
INVOLVING
DETAILS FOR DUST AND NOISE PROTECTION.
W
O
o
In t
4.
CEASE OPERATIONS AND NOTIFY THE OWNER'S
02013 COPYRIGHT. All Rights Reserved.
REPRESENTATIVE IMMEDIATELY IF SAFETY OF STRUCTURE
No part . f this 4mving may Mn' r oducedwith.ut the expressed consent of
Z
APPEARS TO BE ENDANGERED.
REQUIRED TO RESTORE THE AREA TO FULLY
FORTIS LAMAS ARCHITECTS, Infringements of the •anoeirts and design
Ideas presented in those drawings are forbidden, violators will be
w
PROSECUTED TO THE FULL EXTENT OF THE LAW.
5
PROVIDE PROTECT
AND STRUCTURAL INTEGRITY TO MEET THE OWNER'S
. IVE MEASURES TO COMPLY WITH
CHAPTER 33 OF THE FBC. AS REQUIRED TO GUARANTEE
PROFESSIONAL SEAL:
FREE AND SAFE PASSAGE TO AND FROM THE DIFFERENT
INSPECT CEILING AND CHASES TO ASSURE PROPER
IDENTIFICATION OF UTILITIES PRIOR TO CUTTING,
AREAS OF THE BUILDING.
PATCHING, ETC.
6. CUT, REMOVE, PATCH, ALTER, AND REFINISH EXISTING
CONSTRUCTION AS REQUIRED
�;'�4
9. OPENINGS LEFT THROUGH RATED AND SMOKE PARTITIONS
TO LEAVE WORK COMPLETE
W
.„�r'.�
AND IN SATISFACTORY CONDITION. CLOSELY MATCH
Cvr
TEXTURE AND FINISH OF EXISTING ADJACENT SURFACE.
SHALL BE CLOSED (BOTH SIDES) AS REQUIRED TO
Q
7. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING
' `•�r
�0
• r;
DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE
`''•_
REGULATIONS, LAWS AND ORDINANCES CONCERNING
'IV
REMOVAL, HANDLING AND PROTECTION AGAINST
W
CONCRETE BLOCK WALLS. CONTRACTOR SHALL NOT
DEMOLISH OPENINGS WITH SLEDGE
EXPOSURE OR ENVIRONMENTAL POLLUTING. BURNING 0 F
ORLANDO LAMAS
AR 93251
REMOVED MATERIALS IS NOT PERMITTED ON PROJECT
PROJECTINFOt
``V
SITE.
LINES HAVE BEEN CUT.
8. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED
V
TO PROTECT ALL CONCEALED UTILITIES. HE IS TO
W
INSPECT CEILING AND CHASES TO ASSURE PROPER
IDENTIFICATION OF UTILITIES PRIOR TO CUTTING,
PATCHING, ETC.
z
9. OPENINGS LEFT THROUGH RATED AND SMOKE PARTITIONS
W
DUE TO REMOVAL OF DUCTWORK AND/ OR CONDUITS
Q
SHALL BE CLOSED (BOTH SIDES) AS REQUIRED TO
MAINTAIN DESIGNATED RATING.
c
W
10. CONTRACTOR SHALL SAW -CUT ALL OPENINGS IN
W
W
CONCRETE BLOCK WALLS. CONTRACTOR SHALL NOT
DEMOLISH OPENINGS WITH SLEDGE
HAMMER UNTIL ALL
PERIMETER
LL
``V
H
LINES HAVE BEEN CUT.
a
V
M
v
RENOVATION WORK SHALL ENTAIL INTERVENTIONS IN
AREAS OUTSIDE OF THE
LU
11. J
IMMEDIATE SCOPE OF WORK,
W
LL
INCLUDING WORK ABOVE AND/ OR BELOW THE FLOOR
N "
LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK
INVOLVING
W
O
o
In t
REMOTE UTILITY LINES (ELECTRICAL,
a
MECHANICAL, PLUMBING, COMMUNICATIONS, ETC.) ANY
SUCH STRUCTURES, UTILITIES, FINISHES, AND EQUIPMENT
Z
REQUIRED TO RESTORE THE AREA TO FULLY
w
OPERATIONAL CONDITIONS AND COMPLIANCE WITH RATING
AND STRUCTURAL INTEGRITY TO MEET THE OWNER'S
W
z
APPROVAL. ALL WORK AS DESCRIBED IN THIS NOTE
J
SHALL BE INCLUDED AS PART OF THE BASE CONTRACT
PRICE.
12. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED O
BY DEMOLITION AND/ OR INSTALLATION OF NEW WORK
AND/ OR UTILITIES, PROVIDE A FLUSH AND EVEN
SURFACE AS REQUIRED TO MATCH ADJACENT SURFACES
AND/ OR RECEIVE NEW SCHEDULED FINISHES.
13. DEMOLITION WORK IS DENOTED BY DASHED LINES.
14. DURING DEMOLITION CONTRACTOR SHALL PROTECT ALL CLIENT INFO: JAMES PACE
STRUCTURAL ELEMENTS IF ANY DISCREPANCIES OR
DOUBTS ARE FOUND, CONTACT ARCHITECT/ ENGINEER
IMMEDIATELY.
to
ROME
DRAWING TITLE:
GENERAL NOTES
PROJECT s:
12064
DRAWN BY: CHECKED BY:
PM
SCALE: k
AS NOTED ISSUE DATE:11.30,2012
PHASE: I J
CONSTRUCTION DOCUMENTS
DRAWING *:
i
I
AOO
rr