11-147-002GENERAL NOTES
1. ALL NEW CONSTRUCTION AND /OR DEMOLITION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS TO INCLUDE ALL STATE LAWS,
LOCAL ORDINANCES, UTILITY COMPANY REGULATIONS, AND ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NATIONAL ELECTRIC
CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, FIRE PROTECTION ASSOCIATION, ETC.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND APPROVALS REQUIRED BY THE GOVERNING BODIES
HAVING JURISDICTION.
3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE REQUIRED TO FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE COORDINATION OF SAME. IF, AT ANY TIME DURING CONSTRUCTION, DISCREPANCIES ARE FOUND,
THE CONTRACTOR MUST NOTIFY THE ARCHITECT. AFTER SIGNING OF THE CONTRACT, NO EXTRAS WILL BE ALLOWED FOR CONDITIONS THAT WERE NOT
BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER.
4. ANY CHANGES MADE BY THE GENERAL CONTRACTOR WHICH DEVIATE FROM THE CONSTRUCTION DOCUMENTS MUST BE REPORTED TO THE
ARCHITECT.
5. THE ARCHITECT DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT IS NOT
RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE GENERAL CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE
WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
6. ALL DETAILS AND SECTIONS IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY
SIMILAR CONDITION ELSEWHERE ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL OR NOTE IS INDICATED.
7. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS TO PRODUCE A COMPLITE AND FINISHED PROJECT. ANY ITEM REQUIRED TO COMPLETE THE
PROJECT NOT SPECIFICALLY INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE PROJECT, SHALL BE A PART OF THE
CONSTRUCTION DOCUMENTS.
8. DO NOT SCALE THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DRAWING DIMENSIONS. SHOULD THERE BE ANY INCONSISTENCIES NOTIFY THE
ARCHITECT. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
9. FINISH MATERIALS, COLORS, PATTERNS AND TEXTURES SHALL BE COORDINATED WITH THE OWNER.
10. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BEFORE COMMENCING JOB. CONTRACTOR TO PROVIDE PROPER PRECAUTIONS TO PROTECT ALL
UNDERGROUND UTILITY LINES AND EXISTING LANDSCAPE. CONTRACTOR TO BE RESPONSIBLE FOR ALL DAMAGE DURING CONSTRUCTION TO VEGETATION,
SITEWORK & UTILITY LINES.
11. EACH SUBCONTRACTOR SHALL CORDINTAE THEIR WORK WITH THE OTHERS TRADES ON THE JOB SITE AND SHALL CLEAN UP THE SITE ATH THE
END OF EACH PHASE.
12. ALL WOOD THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL EXPOSED WOOD SHALL BE SQUARED EDGE SELECT.
13. NEW ROOF TRUSSES SHALL BE PRE - ENGINEERES AND PRE - MANUFACTURED BY A TRUSS COMPANY. THE CONTRACTOR WILL SUBMIT SHOP
DRAWINGS TO THE ARCHITECT FOR HIS APPROVAL.
14. ALL METAL SHALL HAVE GALVANIZED FINISH.
15. ALL REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE OF 300 PSI.
16. CONTRACTOR TO VERIFY ROUGH MASONRY ROUGH MASONRY OPENINGS WITH WINDOW MANUFACTURE PRIOR TO FRAMING OUT WINDOW OPENINGS.
17. CORNER BEADS AND CASING BEADS SHALL BE APPLIED TO ALL CORNERS AND EDGES TO PRODUCE STRAIGHT, TRUE LINE CORNERS.
18. PROVIDE CONTINUOS BEAD OF SEALANT /CAULKING AROUND EXTERIOR /INTERIOR PERIMETERS OF ALL DOORS AND WINDOWS.
19. VERIFY FIELD EXISTING CONDITIONS.
20. ALL RAINWATER AND OTHER LIQUID WASTES SHALL BE DISPOSED UPON PREVIOUS GROUND WITHIN THE PROJECTS PROPERTY LIMITS, AND SHALL
NOT FLOW OR CROSS ANY ADJOINING PUBLIC PROPERTY.
21. ALL PLUMBING FIXTURES SHALL MEET THE REQUIRMENTS SET FORTH IN TABLE 46 -R2 OF THE FLORIDA BUILDING CODE.
22. THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND ORDERLY MANNER BY REMOVING ALL DEBRIS, ETC. AT THE END OF THE PROJECT.
23. CONTRACTOR SHALL COORDINATE A/C DUCTS ROUTES THROUGH SLABS & WALLS. PROVIDE ACCURATE OPENING FOR OUTSIDE DIMENSIONS OF ALL
DUCT -WORK.
24. GENERAL CONTRACTOR SHALL COORDINATE ALL FILL MATERIAL, ALL EXISTING AND NEW GRADE ELEVATIONS AND ALL GRADE SLOPES.
25. ROOF SUBCONTRACTOR SHALL PROVIDE ALL FLASHINGS, COUNTERFLASHINGS, TRIM PIECES, ROOF VENT FLASHING AND ALL OTHER ACCESSORIES.
26. DOWNSPOUTS SHALL BE GALVANIZED METAL, 24GA., 3" DIA. PIPE.
27. CONTRACTOR TO PROVIDE ALL REQUIRED TESTS AND PRODUCT DOCUMENTATION FOR CERTIFICATE OF OCCUPANCY.
28. ALL MATERIALS TO BE DELIVERED TO THE SITE IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABEL.
29. CONTRACTOR SHALL BE RESPONSIBLE FOR NOT ENCROACHING EASEMENTS AND SETBACKS.
30. ALL CONTRACTORS' WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE
APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACEFREE OF ALL DIRT AND REFUSE CAUSED BY
DEBRIS FROM INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES SHALL BE PROTECTED OR TACHED AND REPAIRED IN THE
CONDITION PRIOR TO THE COMMENCEMENT OF THE CONTRACTORS' WORK. ALL GLASS, LIGHT FIXTURES, FINISH SURFACES AND HARDWARE SHALL BE
THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER.
31. ALL DRYWALL TO BE 5/8" GYPSUM BOARD. ALL TILE TO BE INSTALLED ON "DUROROCK" TILE BACHER BOARD, ALL WET AREAS TO HAVE
"GREENBOARD ".
32. COMPLETE INTERIOR PAINTING INCLUDING STAINIG OR PAINTING OF ALL NEW DOORS AND FRAMES.
WALL
1 1/2' OD.
WOOD HANDRAIL.
(BY OWNER)
HANDfRAIL DETAIL
1 -1 /2u = 1' -0"
RAIL NOTEB:
- CLEARANCE BETWEEN INTERMEDIATE PICKETS TO REJECT 4'0 OBJECTS.
- CLEARANCE FROM FLOOR AND BOTTOM RAIL TO REJECT 2' OBJECTS.
-THE TRIANGULAR OPENING FORMED BY A TREAD, RISER AND BOTTOM
OF A GUARDRAIL TO REJECT 6' OBJECTS.
- HANDRAIL TO HAVE 1 -1/2' MIN. CLEARANCE FROM WALL.
4' SPHERE CANNOT PASS
THROUGH, TYPICAL
ALUM.
RAILING
r CNNOT
A
PASS
6' SPHERE CANNOT
PASS THROUGH
izAILING; AT 6T,41iz
N.T.S.
1 1/2' OD. WOOD
GUARDRAIL
(ALUMINUM FOR
EXTERIOR
GUARDRAILS)
FAI
DOOfR SCHEDULE
MARK
DESCRIPTION
MATERIAL
WIDTH
HEIGTH
THICK
THRESHOLD
REMARKS
OENTRANCE
DOOR
WOOD
6'-0'
8' -0'
1 3/4'
Y
O2
FRENCH DOOR
ALUMJGLASS
(2)3' -0'
6' -8'
1 3/4'
Y
C)
O3
FLUSH DOOR
WOOD
21-8'
6' -8'
13/8,
4O
FLUSH DOOR
WOOD
2'-4'
6' -8'
13/6,
U)
°
BIFOLD DOOR
WOOD
6l-0'
6' -8'
13/8,
--
' ^ --
6O
BIFOLD DOOR
WOOD
41-0'
6' -8'
13/6,
ZO
OBIFOLD
DOOR
WOOD
21-0'
6' -8'
13/8,
2'x4' CONT. WD. BACKING
d° C)
�8
POCKET DOOR
WOOD
21-4'
6' -8'
13/8,
9
FLUSH DOOR
METAL
21-4'
6' -8'
1 3/4'
IN BETWEEN STUDS
10
FL DO
; •' -,_ • ; ; ;:
3'-0'
&' -8'
13/4'
I
Y
ONE HOUR FIRE RATED W/
AUTO CLOSER
I1
FLUSH DOOR
METAL
3'-0'
6' -8'
1 3/4'
Nor
Y
12
BIFOLD DOOR
B
WO OD
31-09
6' -8'
13/8,
13
FRENCH DOOR
ALUMJGLASS
2'-6'
6' -8'
1 3/4'
Y
14
BIFOLD DOOR
WOOp
4'-0'
6' -8'
13/8,
o
15
POCKET DOOR
WOOD
(2) 3' -0'
6' -8'
13/8,
uj
16
FRENCH DOOR
ALUMJGLAS5
(2)3' -0'
6' -8'
1 314'
Y
W/ 30' SIDELITES
1�
LOUVERED DOOR
WOOD
21-4'
6' -8'
13/8,
UNDERSIDE OF
STRUCTURE
ACOUSTIC SEALANT, 2 -2'x4' OR
2'x6' P.T.
TYPICAL WOOD PLATE
;4EAD
DRYWALL BOARD
EA. SIDE OF
WD. STUD
C;U,4RU�AI,L �)EtA1L
N.T.S.
MAN
FOR BASE TYPE
SEE FINISH
SCHEDULE
WOOD STUD
'ED 16' oc.
4' OR 6'
NOMINAL
CONT. P.T.
WOOD RUNNER
CONCRETE SLAB
+5c8'TOP430T.
FROM FLOOR
SLAB
NOTE: RAILINGS TO CONFORM TO NFPA 101.
REQUIRED 4 SEALED SHOP DRAWINGS
4 CALCULATIONS FOR RAILINGS /SAFEGUARDS
TO BE PROVIDED BY MANUFACTURER
• 2' -0'
05+8 E.W.
T45
,.
WFI& -
"4 ,612 •�• ,�' .
PAfP,-..TITI ®N DETAIL
3/411 11-011
SSCL//
f
1 HR FIRE RATED
CEILING
STAIR DETA1L
u.t.s
WOOD TRUSSES
e 24' O.C.
ATTIC ACCESS PANEL TO BE TIGHT FITTED
5/8' TYPE 'X' GYPSUM BOARD SECURELY
FASTENED TO 5/8' PLYWOOD PANEL.
PROVIDE 'J' BEAD FOUR SIDES
PROVIDE 2 LOCKABLE SLIDE BOLTS
AT OPPOSITE SIDES OF PANEL
TO PREVENT UPLIFT
ATTIC ACCESS DET,41L
N.T.S.
- - -- 0
3r %' OR 56ia' CHANNEL
SHAPED STUDS 16' O.G.
TOP OF PLATE
2'x4' CONT. WD. BACKING
IN BETWEEN STUDS
CABINET DETAIL
N.T.S.
JAMB
CONC. LINTEL -
BEAM � .. - .
STUCCO
1/2' GYPSUM WOOD BOARD
1 X 4 PT. WOOD FURRING
2 X 4 PT. WOOD BLOCKING
W/ 1 /4'0 X 2 3/4' LONG TAP -CONS
AT 12' O.C. STAGGERED- 4'
FROM TOP AND BOTT.
WOOD CASING TRIM
WD. DOOR FRAME ANCHORED
TO WOOD BLOCKING AS PER
PRODUCT APPROVAL (SEE
ANCHORING INSTALLATION)
METAL CLAD HOLLOW DOOR
( SEE SCHEDULE FOR SIZE )
STUCCO FINISH
8' C.M.U. W/ 105 IN FILLED CELL
1 X 4 FT. WD. BLOCKING
I X 4 PT. FURRING
1/2' DRYWALL
114' DRYWALL
PERIMETER CAULKING AND J W4 A MIN. EMBEDMENT N
ACK BEDDING OF 1 1/4' INTO CONC.
HEAD SPACED 4' FROM ENDS wl;`jf`1
4 BALANCE B 12' O.C.
Doom JM3 DETAIL
STRUCTURA
N.t S. SECT 10"
L
105 IN FILLED CELL ",PpROVED gY:
1 X 4 PT. WD. BLOCK
CAULKING
VINYL WEATHER
STRIPPING
PERIMETER CAULKI
4 BACK BEDDI
JAMB
WEATHERSTRIPPING
1/4'0 X 2 3/4' TAPCON W/ A MIN. EMBEDMENT
OF 11/4' INTO CONC. SPACED 4' FROM ENDS
4 BALANCE 0 12' O.C.
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
SNAP IN GLAZING
BEAD ( TYPICAL )
AS PER WINDOW
MANUFACTURE CITE( OF SOUTH MIAM1
CAULK BUILDING DEFT,
SILL STRJ CTION
PRECAST. CONT. SILL
SILL
C3S WINDOW DETAILS
N T.S.
?, ;•PROV
NOTE:
ALL WINDOWS AND DOORS TO HAVE
PEEL 4 STICK ASPHALT PAPER 3ETWEEN ALUM.
AND WOOD TO AVOID CHEMICAL REACTION
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3r %' OR 56ia' CHANNEL
SHAPED STUDS 16' O.G.
TOP OF PLATE
2'x4' CONT. WD. BACKING
IN BETWEEN STUDS
CABINET DETAIL
N.T.S.
JAMB
CONC. LINTEL -
BEAM � .. - .
STUCCO
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1 X 4 PT. WOOD FURRING
2 X 4 PT. WOOD BLOCKING
W/ 1 /4'0 X 2 3/4' LONG TAP -CONS
AT 12' O.C. STAGGERED- 4'
FROM TOP AND BOTT.
WOOD CASING TRIM
WD. DOOR FRAME ANCHORED
TO WOOD BLOCKING AS PER
PRODUCT APPROVAL (SEE
ANCHORING INSTALLATION)
METAL CLAD HOLLOW DOOR
( SEE SCHEDULE FOR SIZE )
STUCCO FINISH
8' C.M.U. W/ 105 IN FILLED CELL
1 X 4 FT. WD. BLOCKING
I X 4 PT. FURRING
1/2' DRYWALL
114' DRYWALL
PERIMETER CAULKING AND J W4 A MIN. EMBEDMENT N
ACK BEDDING OF 1 1/4' INTO CONC.
HEAD SPACED 4' FROM ENDS wl;`jf`1
4 BALANCE B 12' O.C.
Doom JM3 DETAIL
STRUCTURA
N.t S. SECT 10"
L
105 IN FILLED CELL ",PpROVED gY:
1 X 4 PT. WD. BLOCK
CAULKING
VINYL WEATHER
STRIPPING
PERIMETER CAULKI
4 BACK BEDDI
JAMB
WEATHERSTRIPPING
1/4'0 X 2 3/4' TAPCON W/ A MIN. EMBEDMENT
OF 11/4' INTO CONC. SPACED 4' FROM ENDS
4 BALANCE 0 12' O.C.
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
SNAP IN GLAZING
BEAD ( TYPICAL )
AS PER WINDOW
MANUFACTURE CITE( OF SOUTH MIAM1
CAULK BUILDING DEFT,
SILL STRJ CTION
PRECAST. CONT. SILL
SILL
C3S WINDOW DETAILS
N T.S.
?, ;•PROV
NOTE:
ALL WINDOWS AND DOORS TO HAVE
PEEL 4 STICK ASPHALT PAPER 3ETWEEN ALUM.
AND WOOD TO AVOID CHEMICAL REACTION
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