06-782R-006GENERAL STRUCTURAL NOTES
01000 CODESI
All work, designs and calculations shall conform to the Florida Building Code Existing Buildings (FBC),
2004 edition, and all other applicable local codes.
01001 DESIGN CRITERIA6
All structural loads shall be in accordance with FBC chapter 16.
a. Floor loads:
Parking Live Load.......... 50 psf
b. Wind Loads: In accordance with ASCE 7 -02 [building category 2; 146 mph wind speed;
exposure C; for components and cladding, exposure C for main wind force resisting systems,
importance factor I = 1.00; GCPI= ± 0.18; Mean Roof Height h = 30 feet].
See calculations and roof plan(s) for additional information.
01005 DNENSIONS AND CONDITIONSI
All dimensions and conditions shall be verified by the contractor in the field prior to construction.
Any discrepancies shall be brought to the immediate attention of the Architect. Written dimensions
take precedence over scale at all times. Scale is for guideline purposes only. If dimensions are
unclear, do not scale. Request clarification from the Architect or Engineer.
01004 IETMS % SAFETYi
The contractor shall be responsible for all methods, procedures, and sequences of construction.
Construction site safety, including all adequate temporary bracing and shoring, is the sole
responsibility of the contractor.
01006 PROTECTION OF EXISTING CONSTRUCTION.
Existing construction, which is to remain, the property of adjacent tenants and buildings and public
property shall not be damaged. Contractor shall locate and protect concealed pipes and conduits
prior to demolition and take appropriate action to protect them and to provide for safety.
01004 CONSTRUCTION LOADSi
It is the responsibility of the contractor to employ the necessary professional services to determine
the necessary methods and supports regarding forming and construction loads.
01007 CONFLICTS N DOCUIENTSe
If conflicts occur in or between architectural and engineering documents, between documents and
field conditions or otherwise, the contractor shall immediately contact the Architect for clarification
and direction before proceeding. The contractor shall coordinate all dimensions between
architectural and structural drawings prior to proceeding with the work.
01008 COORDNATIO11L
The contractor shall coordinate the structural work with the work of all other trades.
01009 NSPECTIONISi
The contractor shall assure that all required inspections, as required by section 105 of the FBC,
are performed by the municipal inspector (and Special Inspector, as required), and that the work is
accepted prior to continuing with subsequent work.
05500 CONCRETE [CAST- N-PLACS
a. Standards: ACI 318 -02, ACI 301 -99 and ACI 347R -94.
b. All concrete shall be proportioned to attain o minimum compressive strength of 3000 psi at 28
days. Slump shall be 4 (+11") and no water shall be added to the concrete at the site.
Maximum water — cement ratio shall be 0.40 [F.B.C. table 1904.2.2.1(1)]. Concrete for areas, which
will remain exposed to weather after construction, shall have 3 to 5 percent entrained air.
c. The contractor shall contract an independent testing laboratory to perform the concrete cylinder
tests as required by section 1923.2 of the F.B.C.
d. Contractor shall provide all forming and temporary shoring. Form chairs shall be used throughout.
Use of debris or bricks is not acceptable.
e. Reinforcement: ASTM A615, grade 60, ASTM A185 for welded wire fabric. Splice all column
bars to dowels minimum 30 bar diameters (u.o.n). Splice #5 bars in grouted cells a minimum of
30 inches.
f. Concrete cover over reinforcement:
1. 3— inches where cast against earth.
2. 2— inches for columns and beams and 1 -1/2 inches for slabs where cast in forms or on
polyethylene sheet and permanently exposed to weather or earth.
3. 1-1/2 inches at all other locations u.o.n. .
All concrete shall be finished as appropriate for the finishes indicated in the architectural drawings.
9 9
h. All concrete shall be cured for minimum of seven days. The curing shall entail maintenance of
the moisture in the concrete. Generally this shall be accomplished by treating exposed concrete
surfaces with a chemical curing compound immediately after finishing and immediately after removal
of forms. Forms shall be kept moist by frequent water spraying prior to removal. Verify
compatibility of curing compound with proposed finishes.
DRILL 3" INTO EXSITING SLAB AND SET
#3 HOOKED DOWELc AT i a" n r, Im
EPDXY ADHEISVE (1
EXSITING 16" PC J
WITH 4 J" THICK TI
AND BEYOND.
04420 REINFORCED YASONNYi
a. Hollow concrete masonry units shall comply with ASTM C90 "Standard Specifications for Hollow
Load bearing Concrete Masonry Units."
b. In accordance with section 2122.4 of the F.B.C., a Florida Registered Architect or Professional
Engineer shall inspect reinforced masonry.
c. Mortar shall comply with ASTM C270, type M or S.
d. All reinforced CMU walls shall have galvanized steel horizontal joint reinforcement (standard no. 9,
ladder type) at every other course. Extend reinforcement minimum 4— inches into all columns.
e. Grout shall be 3000 psi concrete grout conforming to the requirements of ASTM C476. Slump
shall be 9" (+ 1 ").
f. Reinforced masonry shall comply with the requirements of section 2122 of the F.B.C. and
ACI 530- 95 /ASCE 5 -95.
g. Masonry block units shall have a min. F'c = 2,800 psi in order to achieve a reinforced concrete
prism strength of f'm = 2,000 psi, and shall be verified by tests in accordance with section
2122.5 of the F.B.C.
h. Reinforcement bars shall comply with ASTM A615, grade 60. Lap splice reinforcement in grout —
filled cells minimum 48 —bar diameters (minimum 12— inches).
i. Whenever anchor bolts are to be set in masonry, 2 adjacent cells shall be filled with concrete grout.
j. Sills: unless otherwise framed in concrete, provide 8 "x8" concrete (formed or bond —beam block) with
2 #5 mid —depth at all sills. Extend reinforcement minimum 6" into adjacent column or reinforced cell.
k. Lintels: any CMU wall openings, which are not otherwise framed with concrete, shall have 8 "x8"
concrete lintels with 2 #5 bottom. Extend reinforcement minimum 6" past opening and cast lintel
with minimum 8" bearing on adjacent column or reinforced cell.
STRUCTURAL DRAWING NOTES
COLUMN SCHEDULE
8" reinforced CMU wall with ladder type horizontal joint
N
RER ORCEMERT
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cell at all corners, intersections, ends of walls, and at 32"
MARK
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REMARKS
VERTICAL
TES
dowel at 16" o.c. Cast into starter column SC.
3S
Proposed pump. Coordinate with mechanical drawings for
FC1
B" x B"
105
NONE
FILLED CELL.
Sct
9" x 5,
2#5
NONE
STARTER COLUMN
COLUMN
NOTES:
1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT,
SHALL BE EMBEDDED TO EXISTING AND SHALL LAP MINIMUM 30 BAR DIAMETERS
WITH VERTICAL REINFORCEMENT IN COLUMNS.
2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP.
3. WHERE COLUMNS BEGIN FROM EXISTING CONSTRUCTION, DRILL 3- INTO EXISTING
CONCRETE ABOVE AND BELOW AND SET 1#5 x Y -0" DOWELS FOR FC's AND SC's.
4. COORDINATE ALL MASONRY OPENINGS WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL DRAWING NOTES
1S
8" reinforced CMU wall with ladder type horizontal joint
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reinforcement at eve other course and 5 in r every # grout filled
v_
cell at all corners, intersections, ends of walls, and at 32"
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on center between.
2S
Drill 4" into side of existing concrete and set #3 hooked
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dowel at 16" o.c. Cast into starter column SC.
3S
Proposed pump. Coordinate with mechanical drawings for
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additional information.
TYPICAL DETAIL — CAP BEAM BENT
AROUND EXISTING P.C. JOIST OR BEAM
EXSITING CONC. BEAM B -5 (16 "x28 ")
EXSITING 16" PC JOIST 0 5' -6 1/4"
WITH 4 J" THICK TOPPING SLAB BEFORE
AND BEYOND.
PUMP ROOM
8 "x8" CONCRETE CAP BEAM WITH
2 #5 BARS AT MID —DEPTH (CAP SHALL
SHALL FOLLOW PROFILE OF EXISTING
BEAMS AND P.C. JOISTS)
EXSITING 16" PC JOIST 0 5' -6 1/4"
WITH 4 J" THICK TOPPING SLAB BEFORE
AND BEYOND.
SECTION "1"
SCALE: 3/4" = 1' -0"
. 1 .
,. AREA OF PROPOSED
- VACUUM PUMP ROOM.
SEE PARTIAL PLAN ON
THIS SHEET.
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DRILL 3" INTO EXSITING SLAB AND SET
#3 HOOKED DOWELS AT 16" O.C. IN
EPDXY ADHEISVE (TYP.)
8"x8" CONCRETE CAP BEAM W/
2 #5 BARS AT MID —DEPTH (CAP
SHALL FOLLOW THE PROFILE OF
EXIST. BEAMS AND P.C. JOISTS)
5/8" STUCCO FINISH W/ TEXTURE
AND PAINT COLOR TO MATCH THE
BUILDING STANDARD (TYP. ON ALL
EXTERIOR SIDES).
1s am-Ir-19=11 PARKING AREA
CONTINUOUS COMMERCIAL —GRADE
WATERPROOF SEALANT ALONG THE
INTERSECTION OF THE FLOOR SLAB
AND WALL (TYP. ON ALL SIDES).
DRILL 3" INTO EXIST. SLAB
AND SET ALL #5 WALL BARS
IN EPDXY ADHESIVE.
SECOND LEVEL KEY PLAN
NOT TO SCALE
EXIST. 4.75" CONC. SLAB WITH
#4 0 12" O.C. EACH WAY
(TYP.)
EXIST. 16" DEEP P.C. CONC.-
JOISTS AT ±5.5' O.C. (TYP.)
EXIST. 8" CMU WALL (TYP.)
EXIST. STAIR WELL (TYP
PARTIAL SECOND LEVEL FRAMING PLAN
SCALE: 1/4" = 1' -0" (VACUUM PUMP ROOM)
EXIST. 8" CMU WALL (TYP.)
EXIST. 8" CMU BEARING WALL
BELOW (TYP.)
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
INSTALL A 18 "x12" ALUMINUM
LOUVER W/ INSECT WMS. TO
MATCH BUILDING STANDARD.
PROVIDE CURRENT N.O.A. SEE
MECH. DRAWINGS FOR INSTALL-
ATION HEIGHT OF EA. LOUVER.
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
INSTALL A 3' -0" WIDE X 6' -8"
HIGH INSULATED METAL DOOR &
FRAME. PAINT TO MATCH STAIR-
CASE DOOR. PROVIDE A LOCK —
SET, DEADBOLT, AND THRESHOLD
TO MATCH BUILDING STANDARD.
PROVIDE CURRENT N.O.A.
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DRILL 3" INTO EXSITING SLAB AND SET
#3 HOOKED DOWELS AT 16" O.C. IN
EPDXY ADHEISVE (TYP.)
8"x8" CONCRETE CAP BEAM W/
2 #5 BARS AT MID —DEPTH (CAP
SHALL FOLLOW THE PROFILE OF
EXIST. BEAMS AND P.C. JOISTS)
5/8" STUCCO FINISH W/ TEXTURE
AND PAINT COLOR TO MATCH THE
BUILDING STANDARD (TYP. ON ALL
EXTERIOR SIDES).
1s am-Ir-19=11 PARKING AREA
CONTINUOUS COMMERCIAL —GRADE
WATERPROOF SEALANT ALONG THE
INTERSECTION OF THE FLOOR SLAB
AND WALL (TYP. ON ALL SIDES).
DRILL 3" INTO EXIST. SLAB
AND SET ALL #5 WALL BARS
IN EPDXY ADHESIVE.
SECOND LEVEL KEY PLAN
NOT TO SCALE
EXIST. 4.75" CONC. SLAB WITH
#4 0 12" O.C. EACH WAY
(TYP.)
EXIST. 16" DEEP P.C. CONC.-
JOISTS AT ±5.5' O.C. (TYP.)
EXIST. 8" CMU WALL (TYP.)
EXIST. STAIR WELL (TYP
PARTIAL SECOND LEVEL FRAMING PLAN
SCALE: 1/4" = 1' -0" (VACUUM PUMP ROOM)
EXIST. 8" CMU WALL (TYP.)
EXIST. 8" CMU BEARING WALL
BELOW (TYP.)
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
INSTALL A 18 "x12" ALUMINUM
LOUVER W/ INSECT WMS. TO
MATCH BUILDING STANDARD.
PROVIDE CURRENT N.O.A. SEE
MECH. DRAWINGS FOR INSTALL-
ATION HEIGHT OF EA. LOUVER.
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
PROVIDE 8 "x8" CONC.
LINTEL /SILL PER "GEN.
STRUCTURAL NOTES" 04420,
THIS SHEET (TYP.)
INSTALL A 3' -0" WIDE X 6' -8"
HIGH INSULATED METAL DOOR &
FRAME. PAINT TO MATCH STAIR-
CASE DOOR. PROVIDE A LOCK —
SET, DEADBOLT, AND THRESHOLD
TO MATCH BUILDING STANDARD.
PROVIDE CURRENT N.O.A.
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no. miami beach, fl 33179
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