10-201-034GENERAL STRUCTURAL NOTES
01000 CODES:
All work shall conform to the 2007 edition of the Florida Building Code (FBC), and all other applicable
local codes.
01001 DESIGN CRITERIA:
All structural loads shall be in accordance with F.B.C. chapter 16.
a. Second, Third and Fourth Floor Loads:
Live Load 100 psf
Dead Load 37.5 psf
Superimposed Dead Load 25 psf
b. Wind Loads: In accordance with ASCE 7 -05 [building category 2; 146 mph wind speed; exposure C;
importance factor I = 1.00; Kd value = 0.85; mean roof height = 48.75ft]. See calculations and
roof plan for additional information.
01002 ELEVATION DATUM:
All elevations on these structural drawings refer to +0' -0" = finish interior floor as per original
drawings (See architectural drawings for N.G.V.D.)
01003 DIMENSIONS AND CONDITIONS:
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 Engineer. 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 METHODS & SAFETY:
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.
01005 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.
01006 CONSTRUCTION LOADS:
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.
01008 COORDINATION:
The contractor shall coordinate the structural work with the work of all other trades.
01009 REQUIRED SPECIAL INSPECTIONS:
a. The contractor shall assure that all required inspections, as required by section 109 of the 2007
FBC, are performed by the Municipal Inspector and the Special Inspector (as required), and that the
work is accepted prior to continuing with subsequent work.
b. At the time of permitting, an application for Special Inspector will be submitted to the Building
Official for approval of employment as Special Inspector under the specific requirements of the
2007 FBC.
c. If the owner and /or contractor elect to employ U.S. Structures, Inc. to perform the required Special
Inspections, please contact this office at (305) 665 -4555 prior to commencing the work. At that
time, USSI will issue an inspection plan with specific conditions that will be required for this project.
d. At a minimum, the following structural items must be inspected by a Florida registered Professional
Engineer (P.E.) or Registered Architect (R.A.), as noted below, unless otherwise directed by the
Building Official at the time of permitting:
1. FBC 2218.2 — Installation of Steel Bolted and Welded Connections (P.E. or R.A.)
e. In order to assure timely and appropriate inspections, the contractor shall notify the Special
Inspector of construction Schedules and planned operations a minimum of 48 —hours prior to the
time of inspection. Actual date and time of site visit will be Scheduled by the Special Inspector at
that time.
f. At the time of inspection, the contractor shall assure that the approved set of permit drawings,
including approved revisions, approved shop drawings, and RFI's are present at the site. Inspections
will not be performed without the proper documentation.
03300 CONCRETE (CAST -IN- PLACE):
a. Standards: ACI 318, ACI 301 and ACI 347.
b. All concrete shall be proportioned to attain a minimum compressive strength of 3000 psi at 28
days. Slump shall be 4" (+1") and no water shall be added to the concrete at the site. Maximum
water — cement ratio shall be 0.40. 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. Plywood used for from work shall not be used for
finish roof or floor sheathing.
e. Reinforcement: ASTM A615, grade 60.
f. Concrete cover over reinforcement shall be 1-1/2 inches for slabs where cast in Forms.
g. All concrete shall be finished as appropriate for the finishes indicated in the architectural drawings.
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.
j. No pipes or conduits exceeding 1/3 the slab thickness in outside diameter shall be embedded in
the concrete floor without the written approval from the engineer. Where pipes or conduits are
permitted, they shall be placed no closer than three diameters on center and shall be located so
as not to impair the strength of the structure.
05120 STRUCTURAL STEEL:
a. Materials:
1) Structural rectangular HSS tubing: ASTM A500, grade b.
2) Anchor bolts: ASTM A307, grade A.
b. Standards:
1) AISC "specifications for the design, fabrication and erection of structural steel buildings."
2) AWS D11-1, E -70xx series electrodes.
3) Shop and field welds may only be done by AWS certified welders.
c. Connections: any structural steel connections which are not detailed on these drawings, shall be
designed in accordance with AISC specifications.
d. Corrosion control:
1) All interior structural steel, shall be shop painted with minimum 2 coats of rust — inhibitive primer.
Primer shall be touched —up after erection.
05500 FASTENERS:
a. Fasteners shall be of the type and size indicated on this drawing.
b. All fasteners, including expansion anchors, sleeve anchors, straps, nails, screws, etc. shall be
galvanized, U.O.N.
07820 EPDXY ADHESIVE:
Unless otherwise noted, all epoxy adhesive on this project shall be Hilti HIT —HY 150 MAX Adhesive.
Submit material specifications of alternative product for review and approval.
AREA OF PROPOSED
STOREFRONT MODIFIC
DETIAL 1/S.01 ON TE
FOR ADDITIONAL INFO
GC TO V.I.F. DIMENSI
EXISTING CONDITIONS
FABRICATION.
PARTIAL GROUND FLOOR PLAN
SCALE: N.T.S.
EXTERIOR INTERIOR
6" PL Y4x1'- 0 "x0' -8" STEEL PLATE
LINE OF EXIST, FASTENED TO EXISTING WITH (2)
FRAMED SOFFIT TO = 3/4" O x 43/4" MIN. EMBED. HILTI
REMAIN UNDISTURBED o KWIK BOLT 3 EXPANSION
(TYP) ANCHORS AT 8" O.0 (TYP)
EXISTING CONCRETE HSS 5x3xi'4 HEADER BEAM
Ln
COLUMN (TYP) /
16
DFTAII.
SCALE: Y4" = 1' -0"
1
PROPOSED STOREFRONT (SEE
ARCH. DWGS.) (TYP)
EXISTING 3"
CONCRETE SLAB (TYP)
TYPICAL
SLAB IN
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TRASH
-FILL
SCALE: 3/4" = 1' -0"
3" CONCRETE SLAB INFILL WITH
#4 DOWELS AT 12" O.C. ALL
AROUND. DRILL 4" INTO SIDE OF
EXISTING AND SET IN EPDXY
ADHESIVE (TYP)
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U.S. Structures, Inc.
Structural Engineers
4444 SW 71st AVENUE, SUITE 103
MIAMI, FLORIDA 33155
P: 305.665.4555 F: 305.665.552.2
info@usstructuresin c,com
CA 8439
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