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WALL, SECTION
5C: 3/4" - 1' -0"
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STRUCTURAL NOTES
J
1. GOVERNING CODE:
FLORIDA BUILDING CODE 2007
2. DESIGN LOADS:
A• ROOF DESIGN :
LOADS SUPERIMPOSED DEAD LOADS: 25 PSF SUPERIMPOSED
LIVE LOADS: 30 PSF
B+ WIND: ASCE 7 -05 WIND VELOCITY =146 MPH, IMPORTANCE
FACTORw1.0 EXPOSURE CATEGORY "C"
WIND VEL. V =90 MPH, 1 =0.77 FOR FENCE LESS THAN OR EQ. C -0"
3. FOUNDATIONS
A. CLEAR SITE OF ALL UNSUITABLE MATERIALS.
B. EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ENGINEER SHALL
INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED
MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE.
C. AFTER FOOTINGS ARE POURED, PLACE FILL AS REQUIRED TO
BRING SITE TO GRADE FILL SHALL BE PLACED IN 12" MAXIMUM
LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY
ASTM D1557 (METHOD B.)
D• FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND
ROCK WITH NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE.
DESIGN FOUNDATION BEARING PRESSURE = 2000 PSF
E.
GEOTECNICAL ENGINEER SHALL VERIFY THE COMPACTED DENSITY
F• BY TESTING, AND SUBMIT A SIGNED AND SEALED REPORT
CERTIFYING THE 2500 PSF BEARING CAPACITY.
4. CONCRETE
A. FOUNDATION do SLAB ON GRADE — 3000 PSI 0 28 DAYS
D. ALL OTHER CONC. = 4000 PSI @ 28 DAYS
C. MAX. SLUMP = 4" + /-- 1"
5. REINFORCING STEEL:
ASTM A615 (GRADE 60)
Q. WELDED WIRE FABRIC:
ASTM A185
7. PRECAST CONCRETE ITEMS*
N/A
d. REINFORCED MASONRY WALLS
A. REINFORCED MASONRY WALLS: (AS PER AC1530) MATERIALS
D. ALL REINFORCED MASONRY WALLS SHALL BE PROVIDED WITH #9
DUR -O --WALL LADDER TYPE HORIZONTAL REINFORCEMENT AT
1'--4" VERTICALLY MAPPED 7-1/2" AND EXTENDED 4" INTO
CONCRETE COLUMNS. PROVIDE SPECIAL HORIZONTAL REINFORCING
AT "T" AND "L" INTERSECTION. PROVIDE "DOVE— TAIL" ANCHORS
AT 16" O.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT
TO ALREADY 1N PLACE COLUMNS.
C• CONCRETE MASONRY UNITS: FOR INTERIOR WALLS OF
WAREHOUSE AND ALL WALLS OF OFFICE BUILDING ASTM C90,
GRADE N--1, MODULAR, MINIMUM NET COMPRESSIVE
STRENGTH AT 28 DAYS = 1900 PSI CONCRETE MASONRY UNITS:
FOR EXTERIOR WALLS OF WAREHOUSE AND ALL WALLS OF OFFICE
BUILDING ASTM C90, GRADE N -1, MODULAR, MINIMUM NET
COMPRESSIVE STRENGTH AT 28 DAYS = 3750 PSI
D• MORTAR: ASTM 0270, TYPE S. MORTAR ALL FACE 'SHELLS, AND
CROSS SHELLS AROUND ALL GROUT FILLED CELLS WITH A MINIMUM
STRENGTH 2000 PSI (USE PORTLAND TYPE CEMENT)
GROUT: ASTM 0476. COARSE GROUT. SLUMP 8" MINIMUM; 11"
E.
MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 3000 PSI.
SUBMIT DESIGN MIX FOR REVIEW.
E) DESIGN fm' = 2500 PSI FOR WAREHOUSE EXTERIOR WALLS,
1500 PSI FOR AL OTHER WALLS
F. PLACE ALL MASONRY UNITS IN RUNNING BOND.
C, PROVIDE KNOCK --OUTS AT BASE -OF ALL CELLS CONTAINING
REINFORCING
H. MAXIMUM POUR LIFT = 4' -0 ",
i
j. VERTICAL REINFORCEMENT SHALL BE SPLICED 48 BAR DIAMETER
MINIMUM.
K• PROVIDE VERTICAL REINFORCEMENT AS INDICATED ON FOUNDATION
PLAN AT EACH SIDE OF WALL OPENING AND @ INTERSECTING
WALLS.
!, CLEARANCE OF THE REINFORCING STEEL:
FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS:
(UNLESS INDICATED OTHERWISE):
A. FOUNDATIONS - -- 3"
Q. COLUMNS AND SEAMS (TO TIES OR STIRRUPS) -- 1 -1/2"
C. SLABS --- INTERIOR — 1" EXPOSED TO WEATHER — 1 -1/2"
10. CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
CONSTRUCTION OF FORMWORK AND SHORING,
11. COORDINATION:
WORT{ THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS,
12. SHOP DRAWINGS;
ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED
FOR A/E REVIEW ONLY AFTER THEY HAVE SEEN THOROUGHLY
REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS,
DIMENSIONS AND OTHER TRADE REQUIREMENTS. THEY MUST BE
STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP, THE A/E
ASSUMES NO ESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS
OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS.
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PSN CONSULTING, hic.
17870 MN 7Mh Ave. 307
PBkrt #trrkl�s NW'Ih,FL 3301 Is
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ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
Tome Design Group, AND MAY NOT BE
DUPLICATED, USED, OR DISCLOSED
WITHOUT THE EXPRESS WRITTEN CONSENT
OF Tome Design Group Inc.
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE — SAFETY
STANDARDS AS DETERMINED BY THE
LOCAL, AUTHORITY IN ACCORDANCE WITH
THIS SECTION AND 633 FLORIDA
STATUTES, CHAPTER 1 105.13.4.4 OF
(FLORIDA BUILDING CODE 2001)
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TOMA DESIGN GROUP
INC.
Tel: (305) 6924W Fax 1 -(305) 4254W
20!00 NE 301, Ave. #1010 Av ntwa, FL, 33180
Date
10 -13 -2010
Drawn by
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Checked By
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