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CONSTRUCTION qtlaritic Beach, Florida
2572 Atlantic Boulevard,Suite I-A,Jacksonville,Florida 32207 USA WA
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31 x7l HOLLOW DOOR (4 TOTAL)
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141xl2l ROLL UP STEEL TRAFFIC DOORS (6 TOTAL)
MAR 6 1989
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NEW WAREHOUSE FACILITY Scale: 3/32'=Il
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ENGINEERING- MR. VEP34ON L. BqSEMAN Date: 12-18-88
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R CONSTRUCTION Atlantic Beach, Florida
2572 Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA Rev: 0
WE_-=_-,T C41WATION 904-398-3217 - 904-737-4174 FLOOR PLAN & ELEVATIONS
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29. _G,4i:-�_ PAINT&O Iv
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GENERAL NOTES
I. DESIGN CODES:
STANDARD BUILDING CODE, uI985 EDITION WITH 1986 REVISIONS"
METAL BUILDING MANUFACTURES' ASSOCIATION, 14METAL BUILDING SYSTEP4s MpNUAL-
AMER. INST. OF STEEL CONST., "SPECIFICATIONS FOR THE DESIGN, FAE3RICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGSO
AMERICAN IRON & STEEL INSTITUTE, SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MFMBE�S
AMERICAN CONCRETE INSTITUTE, 'BUILDING CODE REQUIREMENTS FOR REI[NFORCED CONCRETE, (ACI 318-83)"
MASONRY INDUSTRY ADVANCEMENT COMMITTEE, 'MASONRY DESIGN MANUAL, 1972"
2. ROOF LIVE LOAD:
20 psf (TRIBUTARY AREA 0 to 200 SF), 16 psf (TRIBUTARY AREA 201 to 600 SF), 12 pfs (TRIBUTARY AREA OVER 600 SF)
3. WIND VELOCITY: 100 mph
STEEL NOTES
1. MATERIALS:
STRUCT STEEL FRAMING = ASTM A36 (36 ksi), LIGHT GAGE FRAMING = �STN A570 (55 ksi), LIGHT GAGE SHEETING = ASTM A446 (80 ksi)
PRIMARY BOLTS = ASTM A3725 (HIGH STRENGTH), 'SECONDARY BOLTS = AS1,M A307 (MACHINE BOLTS), ANCHOR BOLTS = ASTM A307 (36 ksi)
THE MINIMUM THICKNESS OF FRAMINCI MEMBERS SHALL BE:
UNLESS OTHERWISE NOTED,
WEBS OF WELDED BUILT-UP MEMBERS = 1/8", FLANGES OF WELDED BUILT�up MEMBERS = 7 GAGE
0
COLD-FORMED PRIMARY = 14 GAGE� COLD-FORMED SECONDARY 16, BRACING RODS OR CABLES = 1/4"
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ENGINEERING- I
CONSTRUCTION Fj Atlantic Beach, Florida
[2572 Atlantic Boulevard,Suite 1�A,Jacksonville,Florida 32207 USA Rev: 0
904-398-8217 - 904-737-4174 BUILDING ELEVATION
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ENGINEERING-
CONSTRUCTION Atlantic Beach, Florida
2572 Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA
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MASONRY NOTES
IL 1. STRUCTURAL U14ITS TO BE HOLLOW, LIGHTWEIGHT, GRADE N, TYPE 1. KEEP MASONRY UNITS DRY DURING CONSTRUCTION. DONOT
-2
a j USE ANY UNITS WHICH SHOW SIGNS OF MOISTURE.
(L 2. MORTAR TO BE TYPE S. STRIKE ALL JOINTS.
LOLL 3. FILLED CELLS TO USE 3,000 psi CONCRETE WITH PEA RAVEL ASGREGATE. FILL VERTICAL CELLS IN MAXIMUM 121 LIFTS.
4. REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICA'TION A615, GRADE 613. LAP REINFORCING 24 BAR DIAMETERS AT SPLICES.
5. HORIZONTAL JOINT REINFORCEMENT TO BE GALVANIZED TOUSS TYr'-'E WITH 8 G4GE SIDE BARS AND 9 GAGE CROSS BARS. WIDTH TO
EXTEND WITHIN I" OF WALL FACE. REINFORCING SPACING TO BE MINIMUM 195" VERTICAL CENTERS,
6. ANCHOR WALLS ALONG TIE BEAM TO BUILDING AT ROOF PURLINS.
P TG PRELIMINARY NOT FOR C ONS T U TION
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UP #4 MR. VERNONL. BASEMAN Date: 2-18-88
ENGINEERING-
CONSTRUCTION Atlantic Beach, Florida
Rev: 0
,4c-n 2572 Atlantic Boulevard,Suits 1-A,JacksQnville,Florida 32207 USA 1
904-398-8217 - 904-737-4174 0 MASONRY DETAILS & NOTES
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MAR 1989
PRELIMINARY NOT..FOR CONSTRUCTION
141EW WAREHOUSE FACILITY Scale; NONE
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ENGINEERING- MR. VERNON L. BASEMAN Date: 12-18-88
CONSTRUCTION fItIantic Reach, Florida
2572 Atlantic Boulevard,Suite I-A,Jacksonville,Ftorida 32207 USA Rev: 0
904-398-8217 904-737-4174 FOUNDATION PLAN
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CONCRETE NOTES
I. CONCRETE WORK TO BE DONE IN ACCORDANCE WITH CURRENT EDITION OF AMERICAN CONCRETE INSTITUTE CODE.
2. REMOVE ALL VEGETATION AND OTHER ORGANIC MATERIAL FROM BENEATH CONSTRUCTION.
3. FOUNDATION DESIGNED FOR 21060 pfs MINIMUM EFARINO IN SANDY SOIL RELATIVELY FREE OF CLAY AND FOREIGN DEBRIS. COLUMN
FOOTINGS TO BE 121 BELOW NATURAL GRADE OR SUITABLE FILL COMPACTED TO 95� DENSITY.
4. ALL CONCRETE TO BE Fy z: 3jOOO psi @ 28 DAYS. CONCRETE SHALL BE PLACED IN SUCH A MANNER AS TO AVOID SEPARATION OR
LOSS OF MATERIAL. IT SHALL BE THOROUGHLY WORKED INTO CORNERS OF FORMS, AROUND REINFORCEMENT AND EMBEDDED ITEMS.
5. REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A6155 GRADE 60. CONCRETE COVERAGE FOR REINFORCING TO BE 3"
FOR 'NEAT" POURS IN GROUND AND 2" FOR POURS IN FORMWORK. LAP REINFORCING 24 BAR DIAMETERS AT SPLICES.
6. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM SPECIFICATION A185. WWF SHOULD BE CENTERED IN SLABS POURED ON GRADE
A14D NOT EXTEND ACROSS JOINTS. LAP WIRE 6- �MINIMUM) AT SPLICES.
7. CONTROL JOINTS (CJ) S�OULD BE SAW CUT TO A DEPTH OF IN AND LOCATED ON 201 (MAXIMUM) CENTERS BETWEEN COLUMN LINES.
I!Dcr EXPANSION JOINTS (EJ) SHOULD BE MADE USING A 3/8H THICK PREFORMED, BITUMINOUS SATURATED FIBER BOARD. PROVIDE AN EJ WHERE
sy SLABS-ON-GRADE ABUT VERTICAL SURFACES. REINFORCE ALL IN INSIDE CORNERS FORMED IN FLOOR SLAB WITH 2#5 (36" LONG) TO REDUCE
CRACKING.
0- w w P 8. PROVIDE POLYETHYLENE VAPOR BARRIER BETWEEN CONCRETE AND tUBGRADE, OR OTHER SUITABLE METHOD, FOR SLAB-ON-GRADE POURS
TO RETAIN MOISTURE IN CONCRETE WHILE CURING.
9. INTERIOR SLAB SURFACES SHOULD RECEIVE A SMOOTH, STEEL TR(3WEL FINISH, UNLESS OTHERWISE NOTED. EXTERIOR SURFACES
SHOULD RECEIVE A LIGHT BROOM FINISH. EXPOSED VERTICAL SURFACES (OTHER THAN TURNED DOWN EDGES OF SLABS-ON-GRADE) SHOULD
x RECEIVE A RUB FINISH. FINISH ELEVATION33 OF ALL SLABS SHALL BE WITHIN + 1/4" OF DESIGN ELEVATION WITH NO MORE THAN A 1/8"
MAXIMUM YARIATION.BETWEEN ANY TWO PgINT.S WITHIN 41 OF EACH OTHER,
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CONSTRUCTION Atlantic Beach, Florida
2572
F Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA Rev: 0
904-398-8217 - 904-737-4174 CONCRETE NOTES 1
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ENGINEERING- MR. VERNON L. BASEMAN Date: 21-18-88
Z-4" 01A. CONSTRUCTION Atlantic Beach, Florida wa
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IN 2572AIlantic Boulevard,Suite I-A,Jacksonville,Florida 32207 USA Rev: 0
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