42 EAST COAST DR PPRI21-0013 Pages 1-10 REV-1 -Structural 8-5-22GENERAL
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO:
FLORIDA BUILDING CODE SEVENTH EDITION (2020)
ANSI/ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
ACI 318-14 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
ACI 301-14 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
ANSI/AF&PA NDS-2012
2. ALL WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED TO PRACTICE SUCH TRADE IN THE STATE IN WHICH THE PROJECT IS
LOCATED.
3. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND
ANY SHOP DRAWINGS PROVIDED BY SUBCONTRACTORS AND SUPPLIERS.
4. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR (G.C.) AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK.
5. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR (G.C.) AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK.
6. THESE DRAWINGS DO NOT SHOW SIZE, LOCATION, OR TYPE OF OPENINGS IN THE FOUNDATION SYSTEM FOR ELECTRICAL, PLUMBING, OR MECHANICAL EQUIPMENT.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THESE ITEMS.
7. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF
NON-RETURNABLE STOCK. QUANTITY AND DIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY.
8. ANY AND ALL TEMPORARY BRACING OR SHORING WHICH IS NEEDED TO HOLD THE STRUCTURE IN A SAFE AND STABLE POSITION UNTIL THE BUILDING IS COMPLETE,
IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF A.N.S.I./A.I.S.C. 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS".
2. FABRICATORS AND ERECTORS SHALL BE MEMBERS OF THE A.I.S.C. OR CERTIFIED FOR CATEGORY I, A.I.S.C. QUALITY CERTIFICATION PROGRAM OR HAVE AT LEAST 10
YEARS EXPERIENCE IN FABRICATION AND ERECTION OF SIMILAR STEEL STRUCTURES.
3. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING:
A) ROLLED SHAPES AND PLATES - ASTM A36 (EXCEPT AS NOTED BELOW)
B) WIDE FLANGE SHAPES - ASTM A992, 50 KSI
C) STRUCTURAL TUBES - ASTM A500, GRADE B
D) ANCHOR RODS - ASTM F1554 GRADE 36 (HEADED BOLTS)
4. ALL BASE PLATES SHALL BE GROUTED WITH NON-SHRINK, NON-METALIC GROUT BEFORE APPLICATION OF LOADS.
5. ALL CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THE FABRICATOR. THE FABRICATORS ENGINEER SHALL BE LICENSED IN THE
STATE WHERE THE PROJECT IS LOCATED AND SHALL SUBMIT SIGNED AND SEALED CALCULATIONS TO THE ENGINEER OF RECORD FOR HIS REVIEW AND APPROVAL
PRIOR TO FABRICATION.
6. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB IN ACCORDANCE WITH A.I.S.C. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS (A.I.S.C. CURRENT
EDITION)". ANY FRAMING EXCEEDING TOLERANCES OF THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS" SHALL BE CORRECTED AS DIRECTED BY THE
ENGINEER OF RECORD.
7. BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP.
8. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEEL FRAME WORK AGAINST LATERAL LOADINGS SUCH AS WIND
PER OSHA REQUIREMENTS. THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL SYSTEM FOR RESISTING LATERAL LOADS IS IN PLACE.
9. WELDED CONNECTIONS SHALL BE MADE BY AWS QUALIFIED WELDERS USING FILLER MATERIAL CONFORMING TO E70XX, LOW HYDROGEN.
10. FIELD CUTTING OF STRUCTURAL STEEL OR ANY MODIFICATIONS SHALL NOT BE MADE WITHOUT APPROVAL BY ENGINEER.
11. ALL STRUCTURAL STEEL SHALL RECEIVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER. COMPOSITE BEAMS WITH SHEAR STUDS SHALL HAVE UNPAINTED TOP
FLANGES TO ALLOW THE WELDING OF SHEAR STUDS.
12. SHOP DRAWINGS SHALL BE PREPARED BY FABRICATOR. PHOTO COPIES OF STRUCTURAL DRAWINGS ARE NOT ACCEPTABLE.
13. ALL HSS COLUMNS SHALL BE SEALED TO PREVENT WATER PENETRATION DURING CONSTRUCTION OR DURING SERVICE AND SHALL BE PROVIDED WITH A DRAIN
HOLE AT THE BASE.
14. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS. UNLESS GREATER REACTIONS ARE INDICATED
ON THE DESIGN DRAWINGS, CONNECTIONS SHALL DEVELOP AT LEAST ONE-HALF OF THE UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE A.I.S.C. MANUAL
OF STEEL CONSTRUCTION FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE, HOWEVER, SHALL THE LENGTH OF THE FRAMED CONNECTIONS
BE LESS THAN ONE-HALF OF THE "T" DISTANCE OF THE BEAM WEB.
15. WHERE PRACTICAL, UNLESS SHOWN OTHERWISE ON THE DESIGN DRAWINGS, ALL BRACING CONNECTIONS SHALL BE DESIGNED AND DETAILED SO THAT ALL
FORCE COMPONENTS CAN BE DELIVERED DIRECTLY TO THE CENTERLINE OF THE INTERSECTING MEMBERS. WHERE THIS IS NOT DONE, CONNECTIONS SHALL BE
DESIGNED TO ACCOUNT FOR RESULTING ECCENTRICITIES.
16. GUSSET PLATES SHALL HAVE A MINIMUM THICKNESS OF 3/8".
17. ALL BRACING, SWAY FRAMES, X-BRACING, LACE, AND SIMILAR TYPE MEMBERS SHALL EITHER DEVELOP THE FORCE INDICATED ON THE DESIGN DRAWINGS OR ONE-
HALF OF THE ALLOWABLE TENSION FORCE IN THE MEMBER, WHICHEVER IS GREATER.
18. SHOP OR FIELD SPLICES OR ANY OTHER MODIFICATIONS NOT SHOWN ON THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR
APPROVAL.
19. STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL NOT BE PAINTED.
20. STRUCTURAL STEEL THAT IS TO BE HOT-DIPPED GALVANIZED OR RECEIVE A FIELD APPLIED FIRE PROOFING MATERIAL SHALL NOT BE PAINTED.
SOIL BEARING
1. ALL FOOTINGS SHALL BE CARRIED DOWN TO REST ON UNDISTURBED SOIL OR SHALL BEAR ON STRUCTURAL FILL COMPACTED IN 12" LAYERS TO 95% COMPACTION.
THE UNDERLYING SOILS AND THE STRUCTURAL FILL SHALL HAVE A MINIMUM SAFE LOAD BEARING CAPACITY OF 2500 PSF.
2. REMOVE ALL EXISTING TOPSOIL, PAVEMENT, ORGANIC MATERIALS, OR OTHER SOIL THAT APPEAR TO BE UNSUITABLE PRIOR TO PREPARING THE FOOTING GRADE.
3. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.
4. GEOTECHNICAL REPORT WAS NOT PROVIDED TO ENGINEER AT TIME OF DESIGN. 2500 PSF SOIL BEARING CAPACITY IS ASSUMED AND SHALL BE VERIFIED BY
CONTRACTOR PRIOR TO PLACING CONCRETE.
CAST-IN-PLACE CONCRETE
1. ALL WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS" (ACI 301)
2. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL OR CLEAN GRANULAR FILL COMPACTED IN LAYERS OF 12" OR LESS TO 95% COMPACTION.
3. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST EARTH: 3 INCHES
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
1-1/2 INCHES FOR #5 BARS AND SMALLER
2 INCHES FOR #6 BARS AND GREATER
4. CALCIUM CHLORIDE IS PROHIBITED IN ANY CONCRETE MIX.
5. CONCRETE SHALL BE ADEQUATELY PROTECTED FROM HOT OR COLD WEATHER AS REQUIRED BY ACI PUBLICATIONS 305 AND 306, RESPECTIVELY.
6. ALL CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (U.N.O.). CYLINDERS SHALL BE TAKEN AND TESTED IN
ACCORDANCE WITH ACI RECOMMENDATIONS.
7. ALL CONCRETE SHALL BE CURED BY AN APPROVED METHOD AS PRESCRIBED BY ACI.
8. MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.5 FOR 3000 PSI CONCRETE AND 0.45 FOR 4000 PSI CONCRETE MIXES WITH MID-RANGE WATER REDUCERS (MRWR)
USED. W/C RATIO FOR 3000 PSI CONCRETE IN FOOTINGS MAY BE 0.53 WITHOUT THE USE OF MID-RANGE WATER REDUCERS. MINIMUM CEMENT QUANTITIES SHALL BE
517 LB./YD FOR 3000 PSI CONCRETE AND 611 LB./YD FOR 4000 PSI CONCRETE.
9. MAXIMUM CONCRETE SLUMP SHALL BE 4 INCHES WITHOUT MRWR AND 6 INCHES WITH MRWR. MRWR MUST BE USED IN ALL CONCRETE EXCEPT FOOTINGS.
10. USE AIR-ENTRAINING ADMIXTURES IN CONCRETE SUBJECT TO FREEZING AND THAWING, THIS INCLUDES EXTERIOR FOUNDATION WALLS, EXTERIOR PIERS, AND
EXTERIOR SLABS. MAXIMUM AIR CONTENT AT POINT OF DELIVERY TO BE 6 PERCENT, PLUS OR MINUS 1.5 PERCENT.
11. DO NOT USE AIR-ENTRAINING ADMIXTURES IN CONCRETE FOR USE IN INTERIOR SLABS ON GRADE AND SLABS ON STEEL DECK. AIR CONTENT OF TROWELED FINISH
FLOORS NOT TO EXCEED 3 PERCENT.
REINFORCING STEEL
1. ALL REINFORCING, EXCEPT AS NOTED, SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.
2. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185.
3. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, REQUIRED, THEY SHALL RUN CONTINUOUSLY AROUND CORNERS, LAPPED AT NECESSARY SPLICES,
SPLICES STAGGERED AND HOOKED AT DISCONTINUOUS ENDS. LAP LENGTHS SHALL BE AS SHOWN OR NOTED ON THE DRAWINGS. IF LAP/SPLICE LENGTHS ARE NOT
INDICATED FOLLOW ACI STANDARDS.
SLAB-ON-GRADE CONTROL JOINTS
1. IN ORDER TO BETTER CONTROL RANDOM CRACKING OF CONCRETE THE FOLLOWING MEASURES ARE RECOMMENDED:
A) SUPPLY A WELL COMPACTED AND CONSISTENT SUBGRADE.
B) LIMIT WATER VOLUME IN CONCRETE USING A STIFFER MIX.
C) SUPPLY ADEQUATE CURING MEASURES. WET CURE OR USE CURING SEALERS.
D) LIMIT JOINT SPACING TO 2 TIMES SLAB THICKNESS IN FEET.
2. TO LIMIT SLAB-ON-GRADE CURLING, THE FOLLOWING MEASURES IN ADDITION TO THOSE STATED ABOVE ARE RECOMMENDED:
A) CURE THE SLAB PROPERLY.
B) USE HIGHER QUANTITY OF COARSE AGGREGATES IN THE MIX.
C) USE A LOWER AMOUNT OF CEMENT.
DESIGN LOADS
1. ROOF LIVE LOAD.......................................20 PSF (REDUCIBLE)
2. ROOF DEAD LOAD:
ROOFING MATERIAL .............................3 PSF
PLYWOOD/ OSB SHEATHING................2.5 PSF
JOISTS.....................................................2.5 PSF
INNSULATION..........................................1.0 PSF
MEP......................................................... 5 PSF
CEILING....................................................2 PSF
COLLATERAL..........................................4 PSF
TOTAL ROOF DL:....................................20 PSF
2. FLOOR DEAD LOAD:
PLYWOOD/ OSB SHEATHING................2.5 PSF
JOISTS.....................................................2.5 PSF
INNSULATION..........................................1.0 PSF
MEP......................................................... 5 PSF
CEILING....................................................2 PSF
FLOORING MATERIAL.............................1 PSF
COLLATERAL...........................................3 PSF
TOTAL FLOOR DL:....................................20 PSF
3. BASIC WIND SPEED VULT........................130 MPH (ULTIMATE DESIGN 3-SEC. GUST)
4. WIND EXPOSURE......................................."C"
5. BUILDING RISK CATEGORY.......................II
6. INTERNAL PRESSURE COEFFICIENT.......±0.18 (ENCLOSED)
7. SDS:.............................................................0.67
8. SD1................................................................0.055
9. SEISMIC DESIGN CATEGORY.....................A
WOOD FRAMING
1. ALL ROUGH FRAMING SHALL BE NO. 2 OR BETTER SOUTHERN-PINE, OR A BETTER GRADE UNLESS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS.
2. ALL LUMBER SHALL BE SEASONED TO 19% MAXIMUM MOISTURE CONTENT.
3. WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL BE PRESSURE TREATED.
4. ALL WOOD FRAMING SHALL BE BUILT PLUMB, LEVEL, SQUARE, AND TRUE WITH ADEQUATE BRACING AND CONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE.
5. ALL SHEATHING SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGER ALL JOINTS.
6. ALL SHEATHING SHALL BE NAILED 6" ON CENTER AT SUPPORTED PANEL EDGES AND AT 10" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON
FRAMING PLANS.
7. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE.
8. ALL PLYWOOD OR OSB SHEATHING SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED AT JOINTS (1/8" TYP) AS REQUIRED BY APA FOR EXPANSION.
9. BEAMS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE (E=2,000,000 PSI, Fb=3080 PSI). VERSA-LAM PRODUCTS SHALL BE PROPERLY
STORED AND PROTECTED FROM WATER DAMAGE DURING CONSTRUCTION.
10. COLUMNS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE (E=1,800,000 PSI, Fb=2200 PSI). VERSA-LAM PRODUCTS SHALL BE
PROPERLY STORED AND PROTECTED FROM WATER DAMAGE DURING CONSTRUCTION.
11. ALL WOOD CONNECTORS SHALL COMPLY WITH THE FOLLOWING MINIMUM CORROSION RESISTANCE MEASURES:
A. CONNECTORS NOT EXPOSED TO WEATHER G90 OR HIGHER.
B. CONNECTORS NOT EXPOSED TO MILD NON-CORROSIVE ENVIRONMENT G185 OR HIGHER.
C. CONNECTORS EXPOSED TO HIGHLY CORROSIVE ENVIRONMENTS: STAINLESS STEEL.
WOOD TRUSSES
1. ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED BY A QUALIFIED TRUSS MANUFACTURER. ALL ASSOCIATED CONNECTION HARDWARE FOR
TRUSSES SHALL ALSO BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. TRUSS DESIGNS ARE TO BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER
RETAINED BY MANUFACTURER AND REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO START OF TRUSS FABRICATION.
2. OVERBUILD TRUSSES SHALL HAVE BOTTOM CHORDS BEVEL CUT TO MATCH THE SLOPE OF THE SUPPORTING ROOF.
3. ROOF AND FLOOR TRUSSES SHALL BE DESIGNED FOR LIVE LOAD DEFLECTION CRITERIA OF L/480.
4. ERECTION BRACING OF WOOD TRUSSES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS IS MEANS AND METHODS. FOLLOW "BCSI" PUBLICATION STRICTLY
IN ADDITION TO WEB BRACING REQUIREMENTS SHOWN ON TRUSS SHOP DRAWINGS.
5. LONG SPAN TRUSSES REQUIRE "EXTREME" TEMPORARY BRACING REQUIREMENTS. REFER TO THE LATEST EDITION OF THE TPI PUBLICATION BCSI AND CONSULT
TRUSS MANUFACTURER FOR ALL BRACING REQUIREMENTS.
6. TRUSS MANUFACTURER SHALL ATTEMPT TO ALIGN ADJACENT TRUSS WEBS TO ALLOW INSTALLATION OF LATERAL BRACING. A MINIMUM OF 6 ADJACENT WEBS MUST
ALIGN, OTHERWISE MANUFACTURER SHALL SPECIFY AND PROVIDE A DETAIL FOR TEE OR L-BRACING.
7. DO NOT USE HINGED FALSE TOP CHORDS WHERE PIGGYBACKS ARE REQUIRED FOR SHIPPING HEIGHTS. USE PIGGYBACKS OVER 2X4 PURLINS AT 24" O/C WITH
DIAGONAL BRACING APPLIED TO THE TOP CHORD PLANE.
8. ROOF TRUSSES SHALL BE DESIGNED FOR:
TOP CHORD DEAD LOAD: 10 PSF
TOP CHORD LIVE LOAD: SEE ROOF DESIGN LIVE LOAD (MIN. 20 PSF)
BOTTOM CHORD DEAD LOAD: 10 PSF
9. FLOOR FLOOR TRUSSES
TOP CHORD DEAD LOAD 15 PSF
TOP CHORD LIVE LOAD SEE FLOOR DESIGN LIVE LOAD (MIN. 40 PSF)
BOTTOM CHORD DEAD LOAD 10 PSF
PRESSURE TREATED LUMBER
1. USE PRESSURE TREATED LUMBER FOR ALL EXPOSED FRAMING AND FOR SILL PLATES ON FOUNDATION WALLS AND INTERIOR SLABS ON GRADE.
2. USE HOT DIPPED GALVANIZED ANCHOR BOLTS TO FASTEN PT PLATES TO FOUNDATION WALLS. USE STAINLESS STEEL OR OTHERSWISE ACCEPTED CORROSION
RESISTENT POWER ACTUATED FASTENERS IN ALL PLATE TO SLAB CONNECTIONS. USE HOT DIP GALV. NAILS IN ALL FRAMING CONNECTIONS TO PT.
3. USE G185 GALVANIZED CONNECTORS (SIMPSON ZMAX OR EQUAL) AND HOT DIPPED GALVANIZED NAILS (G185 OR EQ.) FOR ALL PT CONNECTIONS. USE STAINLESS
STEEL CONNECTORS AND STAINLESS STEEL NAILS IN HIGHLY CORROSIVES AREAS SUCH AS OCEAN FRONT.
4. FAILURE TO FOLLOW THESE NOTES MAY RESULT IN A RAPID CORROSION OF METAL FASTENERS AND CONNECTORS AND STRUCTURAL FAILURE.
REINFORCED MASONRY
1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-14/ASCE 5-11/TMS 402-14 "BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES".
2. THE CONSTRUCTION OF ALL REINFORCED CONCRETE MASONRY SHALL FOLLOW THE PROCEDURES OF NCMA-TEK #3-3A.
3. COLD OR HOT WEATHER MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530-14/ASCE 5-11/TMS 402-14 SECTION 1.8 AND ACI 305 AND 306,
RESPECTIVELY.
4. LAY ALL CONCRETE MASONRY UNITS IN RUNNING BOND UNLESS NOTED OTHERWISE.
5. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE
FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL-BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT.
ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS
THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS.
6. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS,
VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES.
7. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET.
8. PROVIDE LADDER-MESH HORIZONTAL REINFORCING AT 16" ON CENTER VERTICALLY (EVERY OTHER COURSE) UNLESS NOTED OTHERWISE,
CONFORMING TO ANSI/ASTM A82, WITH (9)-GAGE SIDE RODS AND CROSS TIES. JOINT REINFORCING SHALL BE CONTINUOUS WITH SECTIONS
LAPPED 6" MINIMUM, EXCEPT AT CONTROL JOINTS WHERE JOINT REINFORCING SHALL TERMINATE. PROVIDE HORIZONTAL REINFORCEMENT AT
8" ON CENTER VERTICALLY (EVERY COURSE) AT MASONRY BOND BEAMS GREATER THAN 8" DEEP. ALL HORIZONTAL JOINT REINFORCEMENT
SHALL BE GALVANIZED.
9. METAL LATH SHALL BE USED UNDER BOND BEAMS TO CONFINE GROUT FROM HOLLOW CORES.
10. PROVIDE 8" DEEP BOND BEAMS REINFORCED WITH (2) #5 BARS CONTINUOUS IN FULLY GROUTED CELLS BENEATH ALL MASONRY OPENINGS.
11. WHERE LINTELS BEAR ON MASONRY WALLS. THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS
SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE.
12. GROUT AND MORTAR SHALL BE KEPT ENTIRELY SEPARATE, AND SHALL NOT BE USED INTERCHANGEABLY.
13. GROUTING OF MASONRY WALLS SHALL NOT TAKE PLACE UNTIL AFTER ALIGNMENT OF CELLS AND PLACEMENT OF REINFORCING HAS BEEN
INSPECTED AND APPROVED.
14. IF HIGH LIFT GROUTING IS DESIRED, THE SUB-CONTRACTOR MUST SUBMIT A WRITTEN PROPOSED PROCEDURE COMPLYING WITH ACI CODE
TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL.
A=17'-0"
ZONE
EFFECTIVE
AREA
ROOF WALLS
ULTIMATE WIND PRESSURES (ASCE 7-16)
2 3
UP TO 10 SF
4 51
+21.0/-82.4 +21.0/-109.0 +21.0/-148.0 +47.3/-51.3 +47.3/-63.1
20 SF +45.2/-49.2 +45.2/-58.9
+42.4/-46.4 +42.4/-53.4
+40.3/-44.3 +40.3/-49.2
50 SF
100 SF
+19.7/-76.9 +19.7/-102.0 +19.7/-134.0
+18.0/-69.7 +18.0/-92.4 +18.0/-116.0
+16.6/-64.3 +16.6/-85.4 +16.6/-102.0
5
4 A
2
3
3
5 5
4
5
2
3
31
2
2
MASONRY LINTEL SCHEDULE
SPAN
UP TO 4'-0
4'-1" TO 6'-0"
6'-1" TO 8'-0"
8'-1" TO 12'-0"
DEPTH
8" CMU
8" CMU
16" CMU
16" PRECAST OR CIP 2-#6 TOP & BOTTOM
2-#5 BOTTOM
2-#4 BOTTOM
2-#5 BOTTOM
REINFORCEMENT
NOTES:
1. PROVIDE 8" MIN. BEARING EACH END.
2. ALL LINTELS SHALL BE GROUTED SOLID.
3. ALL PRECAST LINTELS SHALL BE HIGH STRENGTH PRECAST/PRESTRESSED.
4. ALL LINTELS SHALL HAVE A MINIMUM 3"x4" OPENING/NOTCH AT THE END OVER
SUPPORTS TO ACCOMMODATE VERTICAL REINFORCEMENT AND GROUT.
12'-1" TO 16'-0" 16" PRECAST OR CIP 2-#7 TOP & BOTTOM
STIRRUPS
#4 AT 12" O.C.
#4 AT 8" O.C.
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS0.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233STRUCTURAL
NOTES 1-20-2022CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
Digitally signed by Khaldoun
Doukmak
Date: 2022.07.22 07:37:19-04'00'
By Toni Gindlesperger at 10:58 am, Aug 05, 2022
1:40 pm, Apr 24, 2023
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
BB
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
6.5
6.5
D.4D.4
6.2
6.2
CF4.0
7' - 7"9"
CC12X16
CC12 x 12 HSS8X8X5/16HSS8X8X5/16CC12X16HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X16 CC12X16 CC12X16
CF3.0 (-1' - 4")
CF3.0 (-1' - 4")
CF3.0 (-1' - 4")CC12 x 12AA
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
100' - 8 1/4"3' - 8 1/4"4' - 0"11' - 4"15' - 0"5' - 4"4' - 0"4' - 0"5' - 8"6' - 8"5' - 8"5' - 1"9' - 7"15' - 4"5' - 4"OUTSIDE FACE OF CMU WALL
OUTSIDE FACE OF COLUMNS
CF3.0 (-1' - 4")
9
9CC8X16GG
22' - 8"22' - 4"17' - 0"24' - 0"16' - 1"7' - 7"2' - 9"8' - 4 1/2"11' - 2 1/2"7' - 9"5' - 11"
45' - 0"100' - 8"
CC12X16
F7.0 (-1' - 4")
F6.0 (-1' - 4")
F6.0 (-1' - 4")
F6.0 (-1' - 4")6"CC12X168"
8"
CC12X16
CC12X16 CC12X16
CC12X16
CC12X16
18" DIAMETERX 48" HIGH
CONCRETE ENCLOSURE
AROUND EXPOSED STEEL
COLUMNS (TYPICAL)
CF3.0 (-1' - 4")
CF4.0 (-1' - 4")
CF3.0
SAW-CUT CONTROL JOINTS BOTH
DIRECTIONS SPACED NO MORE
THAN 12'-0" O.C. TO BE CUT
IMMEDIATELY AFTER FINISH
CONCRETE WALL
CMU WALL
18"X18" THICKENED
SLAB WITH (2) #5 BARS
CONTINUOUS
2
S1.1
F12.0 (-4' - 0")
RE-ENTRANT CORNER
BARS. SEE DETAIL
(TYPICAL)
5
S1.1
5
S1.1
5
S1.1
TOP OF ELEVATOR
PIT FOOTING = -4'-0"
STEP FOOTING
T.O.F. = -1'-4"
2
S1.1
5
S1.1
4
S1.1
4
S1.1
5
S1.1
CC12X14
CC12X14
CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16
6
S1.1
7
S1.1
7
S1.1
5
S1.1 6"
CC12X16
CC8X16
CC8X16
CF2.0
(-1'- 4")
CF3.0
(-1' - 4")
CF2.0
(-1'- 4")
CF3.0
6' - 3 1/2"1' - 1"3' - 4"5' - 3 1/2"
2
S1.1
F6.0 (-1' - 4")
F7.0 (-1' - 4")CC12X16F6.0 (-2' - 0")F6.0 (-2' - 0")
F5.0 (-1' - 4")F6.0 (-1' - 4")
F7.0 (-1' - 4")
F6.0 (-2' - 0")F6.0 (-2' - 0")
F6.0 (-1' - 4")F8.0XF6.0 (-1' - 4")F8.0XF6.0 (-1' - 4")
F4.0 (-1' - 4")
F6.0 (-1' - 4")CC12X24STEP FTG.CC12X42F6.0 X12.0CC12X24F7.0 (-1' - 4")CC12X42F6.0 (-1' - 4")
F6.0 (-1' - 4")
F6.0 (-1' - 4")F6.0 (-1' - 4")F6.0 (-1' - 4")
F6.0 (-2' - 0")F6.0 (-2' - 0")F6.0 (-2' - 0")
F5.0 (-1' - 4")
F6.0 (-1' - 4")
F6.0 (-1' - 4")F4.0 (-1' - 4")
F4.0 (-1' - 4")
F6.0X12.0 (-1' - 4")
F7.0 (-1' - 4")F6.5 (-1' - 4")
F5.0 (-1' - 4")
2
S1.1
3' - 0"3' - 0"8' - 4"
6' - 5 1/2"
18"X18" THICKENED
SLAB WITH (2) #5 BARS
CONTINUOUS
4" THICK 3000 PSI CONCRETE
SLAB-ON-GRADE REINFORCED
WITH SYNTHETIC MACRO FIBER
REINFORCING OVER 10-MIL VAPOR
RETARDER OVER SUBGRADE
PREPARED PER GEOTECHNICAL
RECOMMENDATIONS (TYPICAL)
4" THICK 3000 PSI CONCRETE
SLAB-ON-GRADE REINFORCED
WITH SYNTHETIC MACRO FIBER
REINFORCING OVER 10-MIL VAPOR
RETARDER OVER SUBGRADE
PREPARED PER GEOTECHNICAL
RECOMMENDATIONS (TYPICAL)
RE-ENTRANT CORNER
BARS, SEE 3/S1.1
RE-ENTRANT CORNER
BARS, SEE 3/S1.1
F6.0 (-2' - 0")F6.0 (-2' - 0")CF3.0 (-1' - 4")CF3.0 (-1' - 4")
CF3.0 (-1' - 4")9' - 9"CF3.0
(-1' - 4")CC12X244"5 13/16"4"6"15' - 10"22' - 8 1/2"
24"Ø CONCRETE IN-
FILL AROUND
CONCRETE COLUMNS
(TYPICAL)
24"Ø CONCRETE IN-
FILL AROUND
CONCRETE COLUMNS
(TYPICAL) 1' - 0"6"6"8" CMU WALL. SEE CMU WALL
SCHEDULE NOTE: AT STAIR SHAFT'S
EXTERIOR WALL, REINFORCE
WALL WITH #5 BARS AT 8" O.C.
AND FULLY GROUT ALL CELLS
APPROXIMATE PROPERTY
LINE. SEE CIVIL DRAWINGS
FOR EXACT LOCATION
4' - 10"2' - 2"
NOTE: IT IS ACCEPTABLE TO
OFFSET F6.0 UP TO 6" TO
AVOID CONFLICT WITH
PROPERTY LINE. (TYPICAL
THIS LINE)4' - 0"2' - 0"F8.0XF6.0 (-1' - 4")4' - 0"2' - 0"4' - 0"2' - 0"APPROXIMATE PROPERTY
LINE. SEE CIVIL DRAWINGS
FOR EXACT LOCATION
6' - 10"1' - 7 3/4"18' - 6"CC12X16 CC12X16 CC12X16
F8.0XF6.0 (-1' - 4")
NOTE: FACE OF COL. = GRIDLINE 1' - 1 3/4"CC16X20
CC14X14 A01' - 7 5/8"20' - 4"20' - 4"20' - 4"19' - 0 1/4"CC12X24
F5.0 (-1' - 4")
CC14X14
F5.0 (-1' - 4")
CC12X24
F5.0 (-1' - 4")
4"2' - 0"
FTG. WIDTH LENGTH THICKNESS TOP REINFORCING BOTTOM REINFORCING
F3.0 3'-0" 3'-0" 1'-2" NONE (4) #5 BARS EACH WAY
F4.0 4'-0" 4'-0" 1'-2" NONE
F5.0 5'-0" 5'-0" 1'-4"
F6.0 6'-0" 6'-0" 2'-0"
F7.0 7'-0" 7'-0" 2'-0"
F12.0 12'-0" 12'-0" 2'-4"
(5) #5 BARS EACH WAY
(6) #5 BARS EACH WAY(6) #5 BARS EACH WAY
(7) #6 BARS EACH WAY(7) #7 BARS EACH WAY
(8) #6 BARS EACH WAY(8) #7 BARS EACH WAY
(13) #7 BARS EACH WAY(13) #7 BARS EACH WAY
CF3.0 3'-0" CONTINUOUS 1'-2"(3) #5 BARS CONTINUOUSNONE
CF4.0 4'-0" CONTINUOUS 1'-2"(4) #5 BARS CONTINUOUSNONE
FOOTING SCHEDULE
F8.0X6.0 8'-0" 6'-0" 2'-0"(8) #6 BARS EACH WAY(8) #7 BARS EACH WAY
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8"(4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
FLOOR LEVEL VERTICAL REINFORCING HORIZONTAL JOINT REINFORCING
FIRST #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
SECOND
THIRD
FOURTH
MASONRY WALL REINFORCING SCHEDULE
NOTES:
1. ALL HORIZONTAL LADDER REINFORCING TO BE HOT-DIP GALVANIZED.
2. SEE MASONRY LINTEL SCHEDULE ON S0.0 FOR LINTEL SIZES.
3. GROUT ALL REINFORCED CELLS SOLID.
#5 AT 16" O.C.
#5 AT 32" O.C.
#5 AT 32" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
STAIR &ELEV. SHAFTS #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
EXTERIOR STAIR WALL #5 AT 8" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
WALL THICKNESS
8"
8"
8"
8"
8"
8"
SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS1.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FOUNDATION
PLAN 1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
7-12-2022REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
1:40 pm, Apr 24, 2023
1 1/2"11"1 1/2"1 1/2"
11"
1 1/2"
1' - 2"1' - 2"(4) 1" F-1554 GRADE 36
ANCHOR BOLTS WITH MIN. 10"
EMBEDEMENT
STEEL COLUMN- SEE
FOUNDATION PLAN
1" THICK BASE PLATE 1
1
TYPICAL SLAB-ON-GRADE
(2) #5 BARS CONTINUOUS3" COVER3" COVER 45.00°APPROX. FINISH GRADE
1' - 6"1' - 6"2-#4x2'-0"
(2" BELOW TOP OF
SLAB)
SLAB OR WALL CORNER3"2"FORMED KEYWAY
FIN. FLR.
TYPICAL CONSTRUCTION JOINT
1/8" x D/4 (MIN.) SAW CUT- TO
BE CUT IMMEDIATELY AFTER
FINISH
FIN. FLR.
TYPICAL CONTRACTION JOINTDDISCONTINUE REINF. 2" @
CONTRACTION JOINT
COMPACTED FILL
COMPACTED FILL
LAP
3'-0" MIN.
TYPICAL HORIZONTAL SLAB EDGE
REINFORCINGLAP3'-0" MIN.GROUT ALL CELLS
SOLID BELOW GRADE
3"3"
CF3.0: #5 BARS AT 18" O.C. TRANSVERS
CF4.0: #5 BARS AT 18" O.C. TRANSVERSE
CF3.0: (3) #5 BARS CONTINUOUS
CF4.0: (4) #5 BARS CONTINUOUS
SEE PLANS FOR WALL
REINFORCING
CONCRETE SLAB-ON-
GRADE. SEE
FOUNDATION PLAN
1/2" COMPRESSIBLE EXPANSION JOINT
1' - 4"1' - 6"
2" GROUT
3" CLR.3" CLR.
SEE FOUNDATION PLAN &
FTG. SCHEDULE FOR
FOOTING SIZE AND
REINFORCING
ISOLATION JOINT
COLUMN PER PLAN
CONCRETE SLAB
VAPOR
RETARDER
SEE BASE PLATE DETAILS
CONCRETE INFILL
AROUND COLUMN
3" CLR.
SEE FOUNDATION PLAN & FTG. SCHEDULE
FOR FOOTING SIZE AND REINFORCING
ISOLATION
JOINT
CONCRETE COLUMN PER PLAN
CONCRETE SLAB
3" CLR.1 1/2"OVERLAP4' - 0"SCALE: 3/4" = 1'-0"1BASE PLATE DETAIL
SCALE: 3/4" = 1'-0"2THICKENED SLAB DETAIL
SCALE: 3/4" = 1'-0"3TYPICAL RE-ENTRANT CORNER DETAIL
SCALE: 3/4" = 1'-0"4TYPICAL SLAB JOINT DETAIL
SCALE: 1/2" = 1'-0"8TYPICAL SLAB CORNER REINFORCING
SCALE: 3/4" = 1'-0"5CMU FOUNDATION WALL DETAIL
SCALE: 3/4" = 1'-0"6TYPICAL INTERIOR STEEL COLUMN FOOTING
SCALE: 3/4" = 1'-0"7INTERIOR CONCRETE COLUMN FOOTING
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS1.1 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FOUNDATION
DETAILS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
B
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
6.5
6.5
D.4D.4
6.2
6.2
S10.0
2S10.0
3
S10.0
1
S12.0
S11.0
4S12.0
8
S11.0
5
S11.0
6
AA
9
9
GG
7S12.0
9
A0A0S13.01.0SCALE: 1/8" = 1'-0"1 FRAMING ELEVATIONS KEYPLAN LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS1.2 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233ELEVATION KEY1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.1' - 0"1' - 0"
1 1/2"9"1 1/2"1 1/2"9"1 1/2"1 1/2"9"1 1/2"1 1/2"11"1 1/2"
1' - 2"1' - 0"CC12X12 CC12X14
1 1/2"9"1 1/2"1 1/2"1' - 1"1 1/2"
1' - 4"1' - 0"CC12X16 7 5/8"1' - 2"
1 1/2"11"1 1/2"1 1/2"4 5/8"1 1/2"CC8X161' - 0"1' - 0"
1 1/2"9"1 1/2"1 1/2"9"1 1/2"CC8X8
(10) #6 BARS 1 1/2"9"1 1/2"1 1/2"1' - 9"1 1/2"
2' - 0"1' - 0"CC12X24
(14) #7 BARS 1 1/2"9"1 1/2"1 1/2"3' - 3"1 1/2"
3' - 6"1' - 0"CC12X42
SEE TABLE ABOVE FOR
REINFORCING
SEE TABLE ABOVE FOR
REINFORCING SEE TABLE ABOVE FOR
REINFORCING
SEE TABLE ABOVE FOR
REINFORCING
SEE TABLE ABOVE FOR
REINFORCING
SEE TABLE ABOVE FOR
REINFORCING
SEE TABLE ABOVE FOR
REINFORCING 1' - 2"1' - 2"1' - 0"1' - 0"
1 1/2"9"1 1/2"1 1/2"1 1/2"SEE TABLE ABOVE FOR
REINFORCING
CC14X14
STRUCTURAL COLUMN SCHEDULE
COL. LOCATION TYPE BASE LEVEL BASE OFFSET LENGTH TOP LEVEL TOP OFFSET
C-2 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
C-1 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
A-4 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
A-5 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
A-6 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
A0(0' - 5 1/8")-8 CC14X14 GROUND
FLOOR
-1' - 4" 35' - 3" MAIN ROOF -0' - 4"
C-4 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
C-5 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 35' - 7 7/8" MAIN ROOF -0' - 7 1/8"
C-6 CC12X14 GROUND
FLOOR
-1' - 4" 35' - 3 7/8" MAIN ROOF -0' - 3 1/8"
D-4 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
D-5 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
D-6 CC12X14 GROUND
FLOOR
-1' - 4" 35' - 6 1/4" MAIN ROOF -0' - 0 3/4"
D-7 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
E-4 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 35' - 7 7/8" MAIN ROOF -0' - 7 1/8"
E-5 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
E-6 CC12X14 GROUND
FLOOR
-1' - 4" 34' - 11 3/4" MAIN ROOF -0' - 7 1/4"
E-7 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
F-4 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
F-5 HSS8X8X5/16 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
F-6 CC12X14 GROUND
FLOOR
-2' - 0" 36' - 2 1/4" MAIN ROOF -0' - 0 3/4"
F-7 CC12X14 GROUND
FLOOR
-1' - 4" 35' - 6 1/4" MAIN ROOF -0' - 0 3/4"
H-3 CC12 x 12 GROUND
FLOOR
-1' - 4" 10' - 11" 2ND. FLOOR -2' - 1"
H-4 CC12X16 GROUND
FLOOR
-1' - 4" 10' - 11" 2ND. FLOOR -2' - 1"
H-5 CC12X16 GROUND
FLOOR
-1' - 4" 10' - 11" 2ND. FLOOR -2' - 1"
H-6 CC12X16 GROUND
FLOOR
-1' - 4" 10' - 11" 2ND. FLOOR -2' - 1"
B-9 CC12X24 GROUND
FLOOR
-1' - 4" 12' - 3 1/4" 2ND. FLOOR -0' - 8 3/4"
C-9 CC12X42 GROUND
FLOOR
-1' - 4" 12' - 3 1/4" 2ND. FLOOR -0' - 8 3/4"
C.8-9 CC12X24 GROUND
FLOOR
-1' - 4" 12' - 3 1/4" 2ND. FLOOR -0' - 8 3/4"
F-9 CC12X42 GROUND
FLOOR
-1' - 4" 12' - 3 1/4" 2ND. FLOOR -0' - 8 3/4"
D-3 CC12X16 GROUND
FLOOR
-1' - 4" 13' - 0" 2ND. FLOOR 0' - 0"
E.6-3 CC12X16 GROUND
FLOOR
-1' - 4" 12' - 11" 2ND. FLOOR -0' - 1"
F-3 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
E.3-9 CC12X24 GROUND
FLOOR
-1' - 4" 12' - 3 1/4" 2ND. FLOOR -0' - 8 3/4"
H-7 CC12X16 GROUND
FLOOR
-1' - 4" 23' - 2" 3RD. FLOOR -0' - 1"
C.8-7 CC12 x 12 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
E.3-7 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
C-3 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
A-3 CC12X16 GROUND
FLOOR
-1' - 4" 10' - 11" 2ND. FLOOR -2' - 1"
D.2-6 CC8X16 GROUND
FLOOR
-1' - 4" 23' - 3" 3RD. FLOOR 0' - 0"
E-3 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
E-8(-1' - 7") CC8X16 GROUND
FLOOR
-1' - 4" 12' - 6" 2ND. FLOOR -0' - 6"
D-8(-1' - 7") CC8X16 GROUND
FLOOR
-1' - 4" 12' - 6" 2ND. FLOOR -0' - 6"
E.3-9 CC12X16 2ND. FLOOR -0' - 8 3/4" 21' - 2 3/4" 2ND. FLOOR 20' - 6"
F-9 CC12X16 2ND. FLOOR -0' - 8 3/4" 10' - 8 3/4" 3RD. FLOOR -0' - 3"
C.8-9 CC12X16 2ND. FLOOR -0' - 8 3/4" 21' - 4 3/8" MAIN ROOF -1' - 11 3/8"
C-9 CC12X16 2ND. FLOOR -0' - 8 3/4" 21' - 4 3/8" MAIN ROOF -1' - 11 3/8"
D-3 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
A-7 CC16X20 GROUND
FLOOR
-1' - 4" 35' - 4 3/4" MAIN ROOF -0' - 2 1/4"
C-7 CC12X16 GROUND
FLOOR
-1' - 4" 36' - 0" PARAPET 0' - 0"
B-9 CC14X14 2ND. FLOOR -0' - 8 3/4" 22' - 10 3/8" MAIN ROOF -0' - 5 3/8"
H(-0' - 5 1/4")-8 CC14X14 GROUND
FLOOR
-1' - 4" 23' - 0" 3RD. FLOOR -0' - 3"
G-9 CC14X14 2ND. FLOOR -0' - 2 5/8" 10' - 2 5/8" 3RD. FLOOR -0' - 3"
G-8(1' - 4") CC12X24 GROUND
FLOOR
-1' - 4" 9' - 5 5/8" 2ND. FLOOR -3' - 6 3/8"
G-7 CC12X24 GROUND
FLOOR
-1' - 4" 9' - 6 3/4" 2ND. FLOOR -3' - 5 1/4"
SCALE: 1" = 1'-0"1 COLUMN REINFORCING DETAILS
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS1.3 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233COLUMN
SCHEDULE1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
B
CC
DD
EE
FF
HH
B.3B.3
3' - 8 1/4"4' - 0"11' - 4"15' - 0"5' - 4"8' - 0"5' - 8"6' - 8"5' - 8"5' - 1"9' - 7"15' - 4"5' - 4"22' - 8"22' - 4"17' - 0"24' - 0"16' - 1"7' - 7"22' - 4"7' - 9"5' - 11"
CMU WALL BELOW
E.3E.3
C.8C.8
E.6E.6
4' - 5 1/2"6' - 3"5' - 8"8' - 0"
D.2D.2
D.7D.7
5.7
5.7
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
W10X22 W10X68 W10X49 CB12X24
W10X22 W10X68 W10X49 CB12X24
CB12X24W10X49W10X68W10X22CB8X24CB8X24
CC12X16 CB8X24CC12 x 12 CC12X16 CC12X16 CC12X16
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
W10X22 W10X68 W10X49 CB12X24
CB12X24 CB12X24 CB12X24 CB12X24
CB12X24 CANTILEVERED
CB12X24 CB12X24 CB12X24CC12X16CC12X16CC12X16
6.5
6.5
D.4D.4
6.2
6.2
8" CMU WALL BELOW
3/4" APA RATED SHEATHING GLUED
AND NAILED (TYPICAL)CB12X18CB12X24 CB12X24CB12X24CB12X24CC14X14
CC12X16
CC12X16
CC12X16
CC12X16 W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10CB12X18 CB12X18HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X14HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16PRE-ENGINEERED
CANOPY BY OTHERS
(TYPICAL 4-LOCATIONS)
1
S6.0
6" C.I.P SLAB REINFORCED WITH
#5 BARS AT 6" O.C. SHORT WAY
AND #5 BAR AT 12" O.C. LONG
WAY. LOCATE BARS 2" FROM
BOTTOMCC12 x 12CC12X16CB8X24CB12X262
S6.0
2
S6.0
13
S8.0
6
S6.0
7
S8.0
7
S8.0
9
S8.0
2X8'S
2X8'S
NOTE: AT STAIR SHAFT'S
EXTERIOR WALL, REINFORCE
WALL WITH #5 BARS AT 8" O.C.
AND FULLY GROUT ALL CELLS
4
S6.0
CB12X24 CB8X247
S6.0
9
S7.0
9
S7.0
8
S6.0
8
S6.0
8
S6.0
8
S6.0
EM-1 EM-1 EM-1
EM-1
EM-1
EM-1
EM-1
EM-1 EM-1 EM-1
10
S6.0
12
S6.0
12
S6.0
13
S6.0 CB12X2414
S6.0
CB12X18
CB12X182
S7.0
12
S6.0 CB12X18
14
S6.0
12
S6.0
12
S6.0
8" CMU WALL
BELOW
1
S6.0
2
S7.0
CONC. WALL
BELOW
8" CMU WALL
BELOW
8" CMU WALL BELOW
1
S7.0
1
S7.0
1
S7.0
1
S7.0CC12X16
3
S7.0
5
S7.0
5
S7.0
6
S7.0
6
S7.0
6
S7.0
6
S7.0
4
S6.0
2
S6.0
5
S7.0
AACB12X2413
S6.0 CB12X247
S7.0
7
S7.0
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
OUTSIDE FACE OF
WALLS/ COLUMNS/
BEAMS
9
9
GG
CC12X16
4
S7.0 CC12X16T/CONC.
10'-11 1/4"
8" CMU WALL
BELOW REIN. W/ #5
AT 32" O.C. (TYP.
BOTH SIDES OF
STAIRS)
T/CONC.
11'-6 1/4"
SLOPE
T/CONC.
11'-7"
T/CONC.
11'-7"CC8X1614
S8.0CC8X16
6"CC12X16 CC12X42CC12X24CC12X24CC12X42CC12X24
8" CMU WALL. SEE CMU
WALL SCHEDULE
8"X8" CMU COLUMN
REINFORCED WITH (4) #5
BARS VERTICAL AND #3
TIES AT 16" O.C. IN FULLY
GROUTED CELLS
CB12X24 CC16X20
10
S6.0
1
S9.0
A0
T/CONC.
11'-5 1/8"CB8X34CB8 x 10CB12X18
CB8X34-C BELOW
CC12X24 BELOWCC14X14CC14X14S13.0
2
SECOND FLOOR FRAMING NOTES
1. TOP OF FLOOR FINISH (GYPSUM OVERLAY) = 11'-8"
2. TOP OF STEEL = 11' 4-3/4" UNLESS NOTED OTHERWISE WITH ±
3. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ANY OTHER DISCIPLINE'S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
4. EM-1 INDICATES EMBEDDED PLATE. ALL STEEL BEAMS TO CMU WALLS AND CONCRETE COLUMNS TO HAVE AN EM-1.
5. CB-??X?? INDICATES CONCRETE BEAM WITH THE FIRST NUMBER BEING THE WIDTH AND THE SECOND THE DEPTH OF THE BEAM. SEE 15/S8.0 FOR
REINFORCING DETAILS.
6. CC"X" INDICATES CONCRETE COLUMN. SEE SHEET S6.0 FOR REINFORCING DETAILS.
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
FLOOR LEVEL VERTICAL REINFORCING HORIZONTAL JOINT REINFORCING
FIRST #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
SECOND
THIRD
FOURTH
MASONRY WALL REINFORCING SCHEDULE
NOTES:
1. ALL HORIZONTAL LADDER REINFORCING TO BE HOT-DIP GALVANIZED.
2. SEE MASONRY LINTEL SCHEDULE ON S0.0 FOR LINTEL SIZES.
3. GROUT ALL REINFORCED CELLS SOLID.
#5 AT 16" O.C.
#5 AT 32" O.C.
#5 AT 32" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
STAIR &ELEV. SHAFTS #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
EXTERIOR STAIR WALL #5 AT 8" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
WALL THICKNESS
8"
8"
8"
8"
8"
8"
SCALE: 1/8" = 1'-0"1 SECOND FLOOR FRAMING PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS2.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233SECOND FLOOR
FRAMING PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
B
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
6.5
6.5
D.4D.4
6.2
6.2
AA
CB12X24 CB8X24 CB8X24 CB8X24CB8X24CB12X24 CB12X24 CB12X24 CB12X24
CB12X24CB12X24CB12X24CB12X18
CB12X18
CB12X24CB12X24 CB12X18CB12X24CB12X18CB12X26CB12X18CB12X18
CB12X24CB12X24CB12X24CB12X24 CANTILEVERED
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"T/CONC.
11'-7"
CB12X24
CB12X24CB12X24
CB12X24T/CONC.
12'-6"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"CB12X24T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"CB12X249
9
GG
T/CONC.
10'-11 1/4"
8" CMU WALL
CB12X24
T/CONC.
11'-7"
8" CMU WALL 8" C.I.P.
CONC.
WALL CC8X16CC8X168" CMU WALL
8" CMU WALL
8" CMU WALL8" CMU WALL8" CMU WALL8" CMU WALL 8" CMU WALL8" CMU WALL8" CMU WALL8" CMU WALL8" CMU WALL
8" CMU WALL8" CMU WALL8" CMU WALL8" CMU WALL
8" CMU WALL
8" CMU WALL8" CMU WALL8" CMU WALL
8" CMU WALL CC12X14CC12X16CC12X16CC12X14
T/CONC.
11'-7"
T/CONC.
11'-7"
T/CONC.
11'-7"
8" CMU WALL
1' - 4 3/4"A0A0CB8X34CB8X34CB8X34 CB8X34
CB8X34-C CB8 x 10CB12X18
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
SCALE: 1/8" = 1'-0"1 2ND. FLOOR CONCRETE BEAM PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS2.1 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 322332ND. FL. CONC.
BEAM PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
1
7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:30 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
BB
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
W10X26 W10X60 W10X49 W10X49
CB12X18W10X49W10X60W10X26
W10X26 W10X60 W10X49
CB12X18
W10X49W10X49W10X60W10X26HSS8X8X5/16HSS8X8X5/16CC12X14HSS8X8X5/16HSS8X8X5/16CC12X14HSS8X8X5/16HSS8X8X5/16CC12X14HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X16CC12X1411-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-360 JOISTS AT 16" O.C. (TYPICAL U.O.N)
6.5
6.5
D.4D.4
6.2
6.2
3/4" APA RATED SHEATHING GLUED
AND NAILED (TYPICAL)CB12X18CB12X18CB12X24CB12X18CB12X18CB12X18CB12X18CB12X18 CC12X16
CC12X16
CC14X14
CC12X16
W8X10 W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10CB12X18W8X10W8X10CC12X166" C.I.P SLAB
REINFORCED
WITH #5 BARS AT
6" O.C. SHORT
WAY AND #5 BAR
AT 12" O.C. LONG
WAY. LOCATE
BARS 2" FROM
BOTTOMCB12X24
CB12X24CB12X18 CB12X18CC12X16CB12X186
S8.0
ADDITIONAL #6 BARS X
7'-0" LONG AT 6" O.C.
LOCATED 2" FROM TOP
OF SLAB. TYPICAL AT
CANTILEVERED SLAB
2
S6.0
2
S6.0
3
S6.0
3
S6.0
3
S6.0
4
S6.0
4
S6.0
5
S6.0
5
S6.0
CC12X16
6
S6.0
7
S8.0
7
S8.0
9
S8.0
2X8'S
2X8'S
8" CMU WALL. SEE CMU
WALL SCHEDULE
7
S6.0
NOTE: AT STAIR SHAFT'S
EXTERIOR WALL, PROVIDE #5
BARS AT 8" O.C. AND FULLY
GROUT ALL CELLS
9
S7.0
9
S7.0
8
S6.0
8
S6.0
8
S6.0
8
S6.0
9
S6.0
9
S6.0 9
S6.0
EM-1 EM-1 EM-1
EM-1
EM-1
EM-1
EM-1
EM-1 EM-1 EM-1
10
S6.0
12
S6.0
14
S6.0
2
S7.0
2
S7.0
4
S6.0
AA
CB12X18
7
S7.0
7
S7.0CB12X18CC8X16CB12X18CB8X189
9
GGCC12 x 12W8X10T/CONC.
21'-7 1/2"
2' - 2"
SLOPECC12X16
SEE NOTE 5 (TYPICAL)100' - 8 1/4"3' - 8 1/4"4' - 0"11' - 4"15' - 0"5' - 4"4' - 0"4' - 0"5' - 8"6' - 8"5' - 8"5' - 1"9' - 7"15' - 4"5' - 4"22' - 8"22' - 4"17' - 0"24' - 0"16' - 1"7' - 7"2' - 9"8' - 4 1/2"11' - 2 1/2"7' - 9"5' - 11"
45' - 0"100' - 8"
CC12X16
CC12X16 2' - 9 241/256"8" CMU WALL. SEE CMU
WALL SCHEDULE
8" CMU WALL. SEE CMU
WALL SCHEDULE
CB12X241' - 7 3/4"A0A0
THIRD FLOOR FRAMING NOTES
1. TOP OF FLOOR FINISH (GYPSUM OVERLAY) = 21'-11"
2. TOP OF STEEL = 21' 7-3/4" UNLESS NOTED OTHERWISE WITH ±
3. WINDOWS AND DOORS ARE NOT SHOWN ON THESE DRAWINGS TO AVOID CONFLICT WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS
FOR WINDOW AND DOOR LOCATIONS AND SEE CMU LINTEL SCHEDULE FOR LINTEL SIZES.
4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ANY OTHER DISCIPLINE'S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
5. EM-1 INDICATES EMBEDDED PLATE. ALL STEEL BEAMS TO CMU WALLS AND CONCRETE COLUMNS TO HAVE AN EM-1.
6. CB-??X?? INDICATES CONCRETE BEAM WITH THE FIRST NUMBER BEING THE WIDTH AND THE SECOND THE DEPTH OF THE BEAM. SEE 15/S8.0 FOR
REINFORCING DETAILS.
7. CC"X" INDICATES CONCRETE COLUMN. SEE SHEET S6.0 FOR REINFORCING DETAILS.
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
FLOOR LEVEL VERTICAL REINFORCING HORIZONTAL JOINT REINFORCING
FIRST #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
SECOND
THIRD
FOURTH
MASONRY WALL REINFORCING SCHEDULE
NOTES:
1. ALL HORIZONTAL LADDER REINFORCING TO BE HOT-DIP GALVANIZED.
2. SEE MASONRY LINTEL SCHEDULE ON S0.0 FOR LINTEL SIZES.
3. GROUT ALL REINFORCED CELLS SOLID.
#5 AT 16" O.C.
#5 AT 32" O.C.
#5 AT 32" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
STAIR &ELEV. SHAFTS #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
EXTERIOR STAIR WALL #5 AT 8" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
WALL THICKNESS
8"
8"
8"
8"
8"
8"
SCALE: 1/8" = 1'-0"1 THIRD FLOOR FRAMING PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS3.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233THIRD FLOOR
FRAMING PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:31 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
BB
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
6.5
6.5
D.4D.4
6.2
6.2
AACB12X18CB8X24
CB12X18 CB8X18CB12X18CB12X24CB12X18CB12X18CB12X18CB12X18CB12X24 CB12X24
CB12X18
CB12X18CB12X18 CB12X18CB12X18 CB12X18
T/CONC.
21'-10"
T/CONC.
21'-4"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-8"CB12X189
9
GG
CB12X24T/CONC.
21'-8"
A0A0
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
SCALE: 1/8" = 1'-0"1 THIRD FLOOR CONCRETE BEAM PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS3.1 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 322333RD. FLOOR
CON. BEAM PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:32 am, Aug 05, 2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
BB
CC
DD
EE
FF
HH
B.3B.3
E.3E.3
C.8C.8
E.6E.6
D.2D.2
D.7D.7
5.7
5.7
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X106.5
6.5
D.4D.4
6.2
6.2
W10X26
W10X26
W10X22
W10X22
W10X22
W10X22 W10X39
W10X39
W10X39
W10X39 W10X26 W10X26
19/32" APA RATED EXPOSURE 1
SHEATHING. FASTEN TO JOISTS
WITH 10d NAILS AT 4" OC. PRE-MANUFACTORED TRELLIS BY OTHERSCB12X18CB12X18 CB12X18CC12X16
CC12X16 HSS8X8X5/16HSS8X8X5/16CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16CC12X16W10X26
W10X26
W10X26 W10X26 6" C.I.P SLAB
REINFORCED WITH #
5 BARS AT 6" O.C.
SHORT WAY AND #5
BAR AT 12" O.C.
LONG WAY. LOCATE
BARS 2" FROM
BOTTOMCC12X165
S8.0
10
S7.0
3
S8.0
4
S8.0
8
S8.0
8
S8.0
1
S8.0
13
S7.0
13
S7.0
11
S7.0
11
S7.0
11
S7.0
10
S8.0
10
S8.0
2
S9.0
2
S9.0
8
S8.0
NOTE: AT STAIR SHAFT'S
EXTERIOR WALL, PROVIDE #5
BARS AT 8" O.C. AND FULLY
GROUT ALL CELLS
9
S7.0
4
S9.0
4
S9.0
4
S9.0
4
S9.0
12
S7.0
12
S7.0 12
S7.0
EM-1 EM-1 EM-1
EM-1
EM-1
EM-1
EM-1
EM-1 EM-1 EM-1
3
S9.0
10
S8.0
AA
9
9
GGCC12X16
CB8X30[-5"] [-5"][-5"] [-5"]
[-5"] [-5"][-5"]
SEE NOTE 4 (TYPICAL)100' - 8 1/4"3' - 8 1/4"4' - 0"11' - 4"15' - 0"5' - 4"4' - 0"4' - 0"5' - 8"6' - 8"5' - 8"5' - 1"9' - 7"15' - 4"5' - 4"22' - 8"22' - 4"17' - 0"24' - 0"16' - 1"7' - 7"2' - 9"8' - 4 1/2"11' - 2 1/2"7' - 9"5' - 11"
45' - 0"100' - 8"CC12X16CC12 x 128" CMU WALL. SEE CMU
WALL SCHEDULE
8" CMU WALL. SEE CMU
WALL SCHEDULE
8" CMU WALL. SEE CMU
WALL SCHEDULE
4" THICK CONCRETE LID REINFORCED
WITH #4 BARS AT 12" O.C. EACH WAY
CENTERED IN SLAB. POUR
MONOLITHICALLY WITH BEAM
W8X28 HOIST
BEAM
2
S8.0
1
S8.0
(3) #4 AT OPENING EDGES
19/32" APA RATED EXPOSURE 1
SHEATHING. FASTEN TO JOISTS WITH
10d NAILS AT 4" OC. 11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)CB8X30
CB8X30CB8X30
3
S8.0
Sim CC12X16CC16X20EM-1
EM-1
EM-1
EM-1
SEE COLUMN DETAILS
2
S9.0
2
S9.0
A0A0
MAIN ROOF FRAMING NOTES
1. TOP OF STEEL = 34' 0-7/8" UNLESS NOTED OTHERWISE WITH [±]
2. WINDOWS AND DOORS ARE NOT SHOWN ON THESE DRAWINGS TO AVOID CONFLICT WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS
FOR WINDOW AND DOOR LOCATIONS AND SEE CMU LINTEL SCHEDULE FOR LINTEL SIZES.
3. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ANY OTHER DISCIPLINE'S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
4. EM-1 INDICATES EMBEDDED PLATE. ALL STEEL BEAMS TO CMU WALLS AND CONCRETE COLUMNS TO HAVE AN EM-1.
5. CB-??X?? INDICATES CONCRETE BEAM WITH THE FIRST NUMBER BEING THE WIDTH AND THE SECOND THE DEPTH OF THE BEAM. SEE 15/S8.0 FOR
REINFORCING DETAILS.
6. CC"X" INDICATES CONCRETE COLUMN. SEE SHEET S6.0 FOR REINFORCING DETAILS.
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
FLOOR LEVEL VERTICAL REINFORCING HORIZONTAL JOINT REINFORCING
FIRST #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
SECOND
THIRD
FOURTH
MASONRY WALL REINFORCING SCHEDULE
NOTES:
1. ALL HORIZONTAL LADDER REINFORCING TO BE HOT-DIP GALVANIZED.
2. SEE MASONRY LINTEL SCHEDULE ON S0.0 FOR LINTEL SIZES.
3. GROUT ALL REINFORCED CELLS SOLID.
#5 AT 16" O.C.
#5 AT 32" O.C.
#5 AT 32" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
STAIR &ELEV. SHAFTS #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
EXTERIOR STAIR WALL #5 AT 8" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
WALL THICKNESS
8"
8"
8"
8"
8"
8"
SCALE: 1/8" = 1'-0"1 ROOF FRAMING PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS4.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233ROOF FRAMING
PLAN 1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:32 am, Aug 05, 2022