HomeMy WebLinkAboutREVISION (2)FLOOR PLAN NOTES:
1- BASED ON SUBSURFACE EXPLORATION REPORT OF PROFESSIONAL
SERVICE INDUSTRIES. Inc. (PSI) PROPOSAL No. 379-650129 OF
SEPTEMBER 21, 2006. THE FOUNDATION HAVE DESIGN FOR A
2500 PSF SOIL BEARING CAPACITY.
2- TOP OF FOOTING ELEVATION (SEE FOOTING SCHEDULE ON S-5)
3- PROVIDE 35 x 6'-0" CORNERS BARS AT ALL FOOTING INTERSEPTIONS,
EXTEND 3'-0' INTO EACH FOOTING.
4- TOP OF SLAB ELEVATION ENGINEERING 0'-0" EQUALS + ? N.G.V.D.
5-EXISTING DESIGN LIVE LOAD: 100 PSF.
6- REFER TO ARCH DRAWINGS FOR ADDITIONAL TOP OF SLAB, ELEVATION
"Z", AND X-Y COORDINATES.
7- SEVERAL MASONRY BLOCK WALLS SHALL BE REINFORCED WITH
8- PROVIDE 2 #5 VET. (MINIMUM EACH S DEOOFPALLL DOORS AND WINDOWS
(TYP. UNLESS OTHERWISE NOTED)
9- SEE S-4 FOR GENERAL NOTES AND S-5 FOR SCHEDULES.
10- ALL STEEL TO STEEL CONNECTIONS SHOWN OR NOT SHOWN SHALL BE
STANDARD STEEL CONNECTIONS, SUBMIT SHOP DRAWINGS FOR
APPROVAL.
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11- SUBMIT SHOP DRAWIGS FOR ALL RAILINGS FOR APPROVAL PRIOR TO
FABRICATION, SIGN AND SEALED BY A FLORIDA P.E.
12- CONTRACTOR MUST VERIFY ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES.
13- CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS AND IN THE FIELD, INCLUDING ALL WINDOW AND DOOR
MASONRY OPENINGS.
14- CONTRACTOR MUST SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
15- PREFABRICATED STEEL STAIRS, CONTRACTOR MUST SUBMIT SIGN AND
SEALED SHOP DRAWINGS AND CALCULATIONS BY A FLA. P.E., FOR
APPROVAL PRIOR TO FABRICATION.
-11" 24'-0"
23'-11" 24'-0"
LEGEND:
M INDICATES PREFABRICATED STEEL COLUMNS
INDICATES CONCRETE COLUMNS ( COLUMN SCHEDULE ON S-5)
OTI16II B"x8"x16" CONCRETE MASONRY UNITS WITH NO. 9 GAUGE Z ��
LADDER TYPE JOINT REINFORCEMENT EVERY OTHER MENNEN
COURSE (16" ON CENTER VERTICALLY) AND 1-#5 REINF.
BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,
NEXT TO ALL OPENINGS, AND 32"o.c. OR UNLESS NOTED OTHERWISE.
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2004 EDITION. 8. A.S.T.M. STANDARDS AND SPECIFICATIONS. AMERICAN SOCIETY FOR
2. A.C.I. 318-02 FOR REINFORCED CONCRETE. TESTING AND MATERIALS.
3. A.C.I. 315-02 DETAILS AND DETAILING OF CONCRETE 9• AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN
REINFORCEMENT OR MANUAL OF STANDARD. PRACTICE FOR SPECIFICATION FOR WOOD CONSTRUCTIONS (NDS).
DETAILING REINFORCED CONCRETE STRUCTURES. 10. APA. THE ENGINEERED WOOD ASSOCIATION.
4. A.C.I. 530-02 AND A.C.I. 530-1-02 FOR REINFORCED MASONRY. 11NATIONAL PEST CONTROL ASSOCIATION STANDARDS.
5• A.I.S.C. STEEL CONSTRUCTION A.S.D. FOR STRUCTURAL STEEL, 12A.C.1. 350.2R-04 CONCRETE STRUCTURES FOR CONTAINMENT
NINTH EDITION. OF HAZARDOUS MATERIALS.
6• ANSI/AWS D1.4.
7. A.S.C.E. 7-02 FOR WIND ANALYSIS AND DESIGN.
BASIC WIND VELOCITY 150 MPH.
24'-0"
144'-10"
rk 24'-0" E
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24'-0"
24'-11"
REINFORCING STEEL fy = 60,000 P.S.I. fs = 24,00o P.S.I.
Es= 29,000,000 P.S.I.
Em = 1,500,000 P.S.I. N = Es/Em = 19.33
ALL BLOCK 8" A.S.T.M. C-90 HOLLOW UNIT MASONRY
DESIGN f'm = 1,500 P.S.I.
GROUT SHALL COMPLY WITH A.S.T.M. C476,
28 DAYS MIN. COMP. STRENGTH = 4,000 P.S.I.
CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4" VIBRATOR
42'-B"
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188'-6"
VDATION PLAN
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DeNeB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngmp.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 115th AVE
DORAL ".88175
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. DATE REVISION BY
1 08-26-08 COMF. SET DF
9 02.26-09 COMF. SET DF
DRAWN BY. • APPROVED BY:
AZ F.D.
DATE: SCALE:
AS SHOWN
CONSULTANTS:
p\tea t+/
RAA1?I, J. Gonzalez, P.E.
_ s
SEAL/SIGNATURE
This drawing Is the property of
DNB Design Group and is not
to be reproduced or copied
In whale or part. It Is not to be
used on am other project
and is to be rehurned on
request.
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