Plans 1895 Mealy St (vault) STEL NOTES
CONCRETE NOTES 1. STEEL WORK TO BE DONE IN ACCORDANCE WITH CURRENT EDITIONS OF AISC, AISI AND MBMA DESIGN CODES.
1. CONCRETE WORK TO BE DONE IN ACCORDANCE WITH CURRENT EDITION OF AMERICAN CONCRETE INSTITUTE CODE. 2. MATERIALS:
2. REMOVE ALL VEGETATION AND OTHER ORGANIC MATERIAL FROM BENEATH CONSTRUCTION.
3. FOUNDATION DESIGNED FOR 2,000 pfs MINIMUM BEARING IN SANDY SOIL RELATIVELY FREE OF CLAY AND FOREIGN ]tEBRIS. COLUMN STRUCTURAL STEEL FRAMING, ASTM A36(36 ksi); LIGHT GAGE FRAMING, ASTM A375(55 ksi); LIGHT GAGE SHEETING,, +ASTM A446(80 ksi)
FOOTINGS TO BE 12' BELOW NATURAL GRADE OR S3ITABLE FILL COMPACTED TO 95% DENSITY. PRIMARY BOLTS, ASTM A3 (HIGH STRENGTH); SECONDARY BOLTS, ASTM A307(MACHINE BOLTS); ANCHOR BOTS, ASTM (4307(36 ksi)
'
4. CONCRETE SHALL BE PLACED IN SUCH A MANNER AS TO AVOID SEPARATION OR LOSS OF MATERIRt�, IT STALL BE THS�ROUGHLY 3. UNLESS OTHERWISE NOTED, THE MINIMUM THICKNESS OF FRAMING MEMBERS SHALL BE: ---
WORKED INTO CORNERS OF FORMS, AROUND REINFORCEMENT AND EMBEDDED ITEMS. ALL CONCRETE TO BE A MINIMUM OF Fy =' -3,000 psi F 28 COLD-FORMED PRIMARY, 14 GAGE; COLD-FORMED SECONDARY, 16 GAGE
DAYS UNLESS OTHERWISE NORM INTERIOR PIPE OR TUBE, 1/8" THICK; WEBS OF WELDED BUILT-UR MEMBERS, 1/8" THICK; FLANGES OF WELDED BUILT.UP MEMBERS = 7 GAGE
5. REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION 9615, GRADE 60. CONCRETE COVERAGE FOR REINFOR{SFN6 TO BE 3" BRACING RODS OR CABLES, 114" DIAMETER
FOR "NEAT" POURS IN GROW AND 2" FOR POURS IN FORMWORK. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION:*ITH STANDARD 4. CONNECTIONS:
ACCESSORIES DURING PLACING OF CONCRETE. LAP REINFORCING 24 BAR DIAMETERS AT SPLICES. ALL PRIMARY REINFORCIt6 TO BE "TYPE 1" (RIGID) CONFECTIONS SHALL BE DESIGNED TO DEVELOP FULL DESIGN MOMENT AND SHEAR.
MINIMUM 45 BAR AND ALL TIES TO BE MINIMUM 113 BRP, UNLESS OTHERWISE NOTED.
"TYPE 2" (SIMPLE) CONNECTIONS SHALL BE DESIGNED FOR DESIGN SHEAR ONLY.
6. WELDED WIRE FABRIC (WWF) SHALL CCNFORM TO ASTM SPECIFICATION A185. WWF SHOULD BE CENTERED IN SLABS FRED ON GRADE PRIMARY BATED STRUCTURAL CONFECTIONS TO MADE WITH 314" DIAMETER BOTS {UNLESS OTHERWISE NOTE )) USING "TURN-OF-
AND NOT EXTEND ACROSS JOINTS. LAP WIRE 6" (MINIMUM) AT SPLICES. ALL WWF TO MINIMUM 6x6-10110 UNLESS OTHERA SE NOTED. THE-NUT" METHOD. 1/2" DIAMETER MACHINE BOT CONFECTIONS MAY BE USED FOR PURLINS AND GIRTS. OTHER BOLTfED CONNECTIONS TO BE
7. CONTROL JOINTS (CJ) SHOULD BE SAW CUT TO A DEPTH OF 1" AND LOCATED ON 20' (MAXIMUM) CENTERS BETWEEN &MUMN LINES. MADE WITH A MINIMUM 112" DIAMETER MACHINE BOLT.
EXPANSION JOINTS (EJ) SHOULD BE MADE USING A 3/8" THICK PREFORMED, BITUMINOUS SATURATED FIBER BOARD. PROVID§ AN EJ WHERE 90 WELDS TO BE A MINIMUM 3116" FILLET. FIELD WELDS TO BE A MINIMUM 1/4" FILLET. IN EITHER CEASE, HOWEVER, THE
SLABS-ON-GRADE ABUT VERTICAL SURFACES. REINFORCE ALL IN INSIDE CORNERS FORMED IN FLOOR SLAB WITH 2#5 (36" Ltd) TO REDUCE WELD NEED NOT BE THICKER THAN THE THINNER WELDED PART. ALL WELDING TO BE DONE BY CERTIFIED WELDERS.
5. PAINTING: ALL STEEL SHALL BE SHOP CLEANED AND PRIMPED PRIOR TO DELIVERY AT JOB SITE. ALL FIU-D1`CUTS AND WELDS
CRACKING.
8. PROVIDE POLYETHYLENE VAPOR BARRIER BETWEEN CONCRETE AND SUBGRADE, OR OTHER SUITABLE METHOD, FdR SL1t 'dN-GRADE POURS SHALL 13E TOUCHED UP IMMEDIATELY
WEB AFTER OCCURRENCE.
TO RETAIN MOISTURE IN CONCRETE WHILE CURING. USE 0.006" THICK POLYETHYLENE UNLESS OTHERWISE NOTED. 6. END CONFECTIONS FOR WEB MEMBERS OF TRUSSES AND BRACING SHALL DEVELOP THE STRESS SHOWN OR 112 THE STRENGTH OF THE
9. INTERIOR SLAB SURFACES SHOULD RECEIVE A SMOOTH, STEEL TROWEL FINISH AND SURFACE CURING COMPOUND, UNLESS OTHERWISE MEMBER IN TENSION, WHICHEVER IS GREATER.
NOTED. EXTERIOR SURFACES SHOULD RECEIVE A LIGHT BROOM FINISH. EXPOSED VERTICAL SURFACES (OTHER THAN TURNED):DOWN EDGES OF
SLABS-ON-GRADE) SHOULD RECEIVE A RUB FINISH. FINISH ELEVATIONS OF ALL SLABS SHALL BE WITHIN ±318" OF DESIW ELEVATION WITH TIMBERIWOOD NOTES
NO MORE THAN A 3/16" MAXIMUM VARIATION BET4EEN ANY TWO POINTS WITHIN 4' OF EACH OTHER. TOP ELEVATIONS OF BgAMS SHALL BE 1. STRUCTURAL TIMBER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH CURRENT EDITION OF NOTIONAL FORESF'PRODUCTS
WITHIN +118 OF DESIGN ELEVATION. VERTICAL FACES OF BEAMS SHALL BE STRAIGHT & PLUMB. ASSOCIATION CODE.
2. ONLY WELL SEASONED WOOD SHALL BE USED. TIMBER CONSTRUCTION SUBJECT TO LIVE OR WIND LOADS TO BF MINIMUM OF
MASONRY NO. 1 SOUTHERN PINE OR ITS EQUIVALENT. ALL WOOD IN CONTACT WITH CONCRETE OR MIASONRY SHALL BE PRESSURE TRR=..ATED.
1� .STRUCTURAL UNITS TO BE HOLLOW, LIGHTWEIGHT,-CONCRETE MASONRY UNITS, UNLESS OTHERWISE NOTED. MASONRY SHALL BE 3. ALL CON'F'ECTIONS SHOULD FIT SNUGLY AND PROVIDE FOR ADEQUATE TRANSFER OF DESIGN STRESSES. ALL FRftmj%, CUTTING,
GRADE "A" UNITS CONFORMING TO ASTM C90 AND, IN ADDITION, THE REQUIREMENTS OF "QUALITY CONTROL STANDARDS OF 1W CONCRETE DAPPING AND DRILLING SHOULD BE DONE IN A WORKMANLIKE MANNER WITH DUE CONSIDERATION THAT
GIVEN TO FINAL USE ALA APPEARANCE.
' !!ASONRY ASSOCIATION." tFiZTS SHALL BE SQUNII, DRY, CLEAN, AND FREE FROM CRACKS WHEN PLACED IN THE STRUCTURE.
THEY SHALL 4. BRACING SHOULD BE PLACED TO PROVIDE RESTRAINT AND/OR SUP'P'ORT TO INSURE THAT THE COMPLETE ASSEMIf} Y WILL FORM A
SHOULD $E STORED OFF THE GROUND AND PROTECTED FROM THE FAIN. STABLE STRUCTURE. (WOOD JOISTS SHALL HAVE MINIMUM 1x3 CROSS BRIDGING AT 810' :MAXIMUM CENTERS.
2. MORTAR TO BE TYPE "S". IT SHALL BE: FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF {1) PART 5. TRUSS DESIGN AND FABRICATION SHALL BE THE RESPONSIBILITY OF THE MANUFACTURE. SHOP DRAWINGS SHIALL BE PROVIDED AND
CEMENT, '1!2 PART_LIME PUTTY, A-1/2 PARTS SAND, AND SHALL CONFORM. TO ASTM C270. {IF PLASTIC TYPE CEMENT,IS Ute, THE LIME SEALED BY A FLORIDA REGISTER STRUCTURAL ENGINEER. PINNED CONNECTIONS SHALL. BE USED FOR END BEARING. QkRA�LL DIMENSIONS:
PUTTY , .1/2SHALL BE OMITTED.) SHALL CONFORM TO THE JOB REQUIREMENTS. END CONNECTIONS FOR WEB MEMBERS OF TRUSSES AND BRACING SHALL DEIAaOP THE STRESS
3. REINFORCING STEEL SHALL BE DfFORMEI) BARS CONFORMING TO ASTM 9615, EXCEPT 114" TIES MAY BE PLAIN BARSi- ALL MASONRY
SHOWN OR 112 THE STRENGTH OF THE MEMBER IN TENSION, WHICHEVER IS GREATER. TRUSSES TO BE FABRICATED WIC ENOUGH CAMBER TO
SHALL HAVE HORIZONTAL JOINT REINFORCEMENT SPACED AT MAXIMUM 16" VERTICAL CENTERS, UNLESS OTHERWISE NOTED. IIT SHALL BE PROVIDE ZERO DEAD LOAD DEFECTION. EFECTION SHALL BE BANE IN ACCORDANCE WITH THE MANUFACTURE'S P.ECOMMEht; 1}TION.
GALVANIZED TRUSS TYPE WITH 8 GAGE BARS AND 9 GAGE CROSS BARS CONFORMING TO ASTM A82. ITS WIDTH SHALL EXTENIIP TO WITHIN 1"
OF WALL FACE.
4. ALL FILLED CELLS SHALL BE POURED WING 2,500 psi PEA GRAVEL CONCRETE MIX. IF POURED IN LIFTS, STOP ;POUR 1-1/2"
BELOW TOP OF COURSE TO FORM KEY AT POUR JOINTS.
s. INTERSECTING MASONRY WALLS AND PARTITIONS SHALL BE BONDED BY THE USE OF STEEL TIES AT 24" (MAXIMUM) AKERS.
CORNERS SHALL HAVE A STANDARD MASONRY BOND BY OVER-LAPPING UNITS AND SHALL BE REINFORCED AND SOLID CONCRETE fFFLLED.
I 6. THE STARTING JOINT SHALL BE LAID W[TH FULL MORTAR COVERAGE ON THE BED JOINT EXCEPT THAT AREA WHERE BRED CELLS
OCCUR. THESE SHALL BE KEPT FREE SO THAT CONCRETE FILL WILL CONTACT THE FOUNDATION. ALL JOINTS SHALL BE 3/io" THICK AND
TOOLED. WHERE WALLS ARE TO RECEIVE STUCCO, THE JOINTS SHALL BE STRUCK FLUSH.
7. ALL PRECAST LINTELS SHALL BE REINFORCED WITH 2#4 TOP AND BOTTOM AS A MINIMUM AND SHALL HAVE A MINIMlOM MASONRY END-
BEARING OF 8".
8. CONSTRUCTION SHALL BE OF THE HIGHEdT QUALITY WORKMANSHIP AND ALL WALLS SHALL BE LAID TRUE, LEVEL, RgUMB AND NEATLY
IN ACCORDANCE WITH THE PLANS. PROVISIONS 'SHALL BE ARRANGED FOR ALL ADJOINING CONSTRUCTION.
1
RED&A ATLANTIC BEACH OFFICE & WAREHOUSE Scale: SHOWN
for
ENGINEERING- INTERNATIONAL RESEARCH & DEVELOPMENT Date: 4-18-89
'4 CONSTRUCTION
Atlantic Beach, Florida
2572 Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA
Rev: PERMIT
904-398-8217 - 904-737.4174 CONCRETE, MASONRY, STEEL & TIMBER NOTES
Drwg. 1802
CfATtoNAL WINDOW
T'REATME.NT �.
i
0" WA t,.L `
STt�Gf ca &Orm SIDE.!$
I
HI
I 4
WEST ELENA-rTaN -
2G GSC�. PA►r1T�ti
METAL Rocs
2G C*AGC PAs rto Me i.. v/ALL
2� 7' FIX60 01-ASS
al4�'- ►" _
4 �'r� U tJ F
r �
�1
N.
Com- N
N
1
Q.
�5 H
M ( tp' tc�' Nfo'-7" Jo l �3=iK too - 10# i+C�� lfi�=/1�+ 1?e a'
GGA•?er 1zd Zo'
PLOD
**o PRELIMINARY + ++f NOT FOR TWION +
NEW WARDaISE FACILITY FiRev:
: 1"=2201
5ZEDA for
! NR. VERNON L BASEMAN [bate: 1�-18-88
ENGINEERING-
CONSTRUCTION Atlantic Beach, Florida
2572 Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA 0
1 904-398-8217 904-737-4174 PLOT PLAN
g: 001
( y :
�a G
oe
i!tilDEX OF DRAWINGS
DRAWING NO. 1801 COVER SHEET, INDEX I GENERAL NOTES
DRAWING N0. 1802 CONCRETE, MASONRY, STEEL I TIMBER NOTES
DRAWING NO. 1803 PLOT PLAN
D ( DRAWING NO. 1804 OFFICE FLOOR FLAN
DRAWING NO. 1805 WAREHOUSE FLOOR FLAN
APR 21 1989 DRAWING No. 1806 OFFICE ELEVATIONS
DRAWING NO. 1807 WAREHOUSE ELEVATIONS
L�u�ding and Zoning DRAWING
NO. 1808 DOOR, WINDOW I ROOM FINISH SCHEDULES
DRAWING NO. 1809 SECTIONS @ OFFICE
DRAWING NO. 1810 CROSS SECTION @ WAREHOUSE r,p 7 r C v E D
DRAWING NO. 1811 STAIR DETAILS CITY Lr ATLANTIC BEAC;;
DRAWING NO. 1812 OFFICE FOUNDATION PLAN BUILDING OFFICE
DRAWING NO. 1813 WAREHOUSE FOUNDTION
'PACH DRAWING NO. 1814 OFFICE WALL SECTIONS PLA a t� 2 4i'9;3;9
ATLANTK".., c
DRAWING NO. 1815 OFFICE WALL SECTIONS @ DETAIL
DRAWING NO. 1816 WAREHOUSE CONCRETE SECTIONS I DETAILS f
DRAWING NO. 1817 OFFICE ELECTRICAL PLAN
. IWAREHOUSE
DRAWING N0. 181$ WAREHOUSE ELECTRICAL PLAN
OFFICE
GENERAL NOTES
for 1. DESIGN CODES: (PER CURRENT EDITIONS UNLESS OTHERWISE NOTED)
STANDARD BUILDING CODE, °19M EDITION WITH 1986 REVISIONS'
METAL. BUILDING MANUFACTURES' ASSOCIATION, 'METAL BUILDING SYSTEMS MANUAL'
t. AMERICAN INSTITUTE OF.STEEL CONSTRUCTION, -SPECIFICATIONS FOR THE DESIGN, FRBRICATFON,
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"
AMERICA IRON I STEEL INSTITUTE, 'SPECIFICATIONS FOR THE DESIGN OF COLD FARMED STEEL STRUCTURAL MEMBERS"
AMERICAN CONCRETE INSTITUTE, :"BUILDING CODE REQUIREMENTS:FOR REINFORCED CONCRETE, (AC) 318783)'
: VERNON L "
COMMITTEE,MASONRY INDUSTRY ADVANCEMENT ASONRY DESIGN MANUAL, 1972"
PRESIDENT NATIONAL FOREST PRODUCTS ASSOCIATION, 'NATIONAL,DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"
2. ROOF LIVE LOAD: 20 psf (TRIB. AREA 0-200 SF); 16 psf (TRIB. AREA 201-604 SF); 12 pfs (TRIG. AREA OVER 600 W)
3. SECOND FLOOR LOAD: 40 pfs
4. WIND VELOCITY: 100 mph
5. DESIGN LOAD COMBINATIONS: 1. DEAD + FLOOR LIVE + ROOF LIVE, 2. DEAD + FLOOR LIVE + WIND
;u 6. PROVIDE TEMPORARY ANCHORAGE, GAYS AND BRACING WHERE NEEDED FOR SECURING, SfILIARING AND PLUMBING ALL STRUCTUR@L
ELEMENT'S TO RESIST CONSTRUCTION I WIND LOADS DURING CONSTRUCTION.
7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY GRITICRL VAR IWIGNS
FROM DESIGN ASSUMPTIONS.
8. ALL CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNIER BY MIRED TRADESMEN USING PROPER TOOLS I EQUIPI TO
PROVIDE GOOD QUALITY WORKMANSHIP. APPROVED SAFETY PROCEDURES SHALL BE FOLLOWED AT ALL TINS.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OVERALL INTEGRITY OF THE CONiSTRUCTION. ANY SUBSTANDARD OR UNSAFE
SntennQtional .1eseauh �2 �eue�v Ment cgrtc. SITUATIONS SHALL BE REPORTED TO THE ENGINEER BEFORE PRQCEEDINIG.
10. CONSTRUCTION TRADES SMALL RESPECT THE WORK OF OTHER TRADES AND CO-ORDINATE THEIR WORK ACCORDINGLY.
11. ALL TRADES SHALL COLLECT I REMOVE THEIR RUBBISH FROM THE JOB SITE PERIODICALLY DURING THE COURSE �r THE PRN T.
P.O. BOX 2 6 6, BLDG. 1430 12. THE OWNER SHALL PROVJIDE TEMPORARY CONSTRUCTION UTILITIES.
PHONE 904-241-1834 MAYPORT, FL 32228-0266
ATLANTIC BEACH OFFICE I WAREHOUSE Scale: NQk
RED&A for
ENGINEERING- INTERNATIONAL RESEARCH I DEVELOPMENT Date: 4118-89
' CONSTRUCTION Atlantic Beach, Florida
F
2572 Atlantic Boulevard,Suite t-A,Jacksonville,Florida 32207 USA Rev: 7IT
904-398-8217 • 904-737-4174 COVER SHEET, INDEX I GENERALDrwg:
r
• f
— — S11 COvCRE.TL
PARKING CR1VL
\ r. p -
�o.
Ci
s 62' '-fes', 8 :
� tai
4&X 124 1+Vi RLWOUS& i
L„{ iF
E�H$ .:
N I 1d' '� yd•e'► 1+ot' �c�' '�3'�i" 14 ICS_ lw.II
GGA-'7" 1zd 20'
jT
PLOT PL�:a
j TRUE SCALE
_ q , EVA
ATLANTIC E�EACN OFrrACE & WAREHOUSE `kale: SHOWN
y �� 'f j/ �,. �t for
� 'z •
j�XPOSCO cores ENGINEERING- INTERNATIONAL RESEARCH & DEVELOPMENT !Date: 4-I8-19
CY CONSTRUCTION Atlantic Beach, Florida
1 2572 Atlantic Boulevard,Suite 1-A,Jacksonville,Florida 32207 USA Rev: PERMIT
/t1��• �I�a! i' 904-398.8217 • 904-737.4174 PLOT PLAN
f�`TT�T �/t __ f,•J✓jiJ �iV�. Drwg: 1803
i IM
a4iAg
19
":. ►_o`�
I" LIP 9"
� 3
Q
FNAJ-4
loll
r
Rif
- N
-Q
M
- r z
S ECTIO
1a�
a
s4
h
p RA L
�+
O14+1
-- �
4"
-
c a a
4
ML- IN
Q
gel
b= = p
loll
dd
� r
fix , P .. ..