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0 2' 4' 8'
SCALE: 1/4" = 1'
PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
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17032
ISSUE DATE:
06/28/17
REVISIONS:
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ISSUE DATE:
06/28/17
REVISIONS:
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PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
AD2ml
EXISTING ILLUMINATED - --
EMERGENCY EXIT SIGN TO
REMAIN
REMOVE EXISTING -
SURFACE -MOUNTED LIGHT
FIXTURE (ABOVE) AND PREP FOR
NEW LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
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DIMENSION TO BE TAKEN FROM EDGE
OF EXISTING CMU PILASTER - DESIGN
INTENT IS TO ALIGN NEW MASONRY
OPENINGS WITH EXISTING CMU JOINTS;
ADJUST AS REQUIRED.
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REMOVE EXISTING CABINET, SHE L ES, TOILET
ACCESSORIES, AND FLOOR AND WALL FINISHES
- PREP FLOORS AND WALLS FOR NEW FINISHES
REMOVE AND REINSTALL EXISTING
GRAB BARS SO TOP OF GRAB BAR IS
36" A.F.F.
t REMOVE EXISTING ELECTRIC WAT R
COOLER AND PREP WATER ANDS NITARY
FOR NEW HIGH -LOW COMBINATIO
ELECTRIC WATER COOLER -SEE
PLUMBING DRAWINGS • DISPLAY
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A/C
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SELECTIVELY
,-4„SELECTIVELY DEMO PORTION OF
EXISTING WALL FOR NEW
ALUMINUM -FRAMED STOREFRONT
WINDOW, TYPICAL - SEE EXTERIOR
ELEVATION 3/AD3.1
STOCKROOM
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EXISTING DOOR & FRAME TO
NEW IT/ELEC 112
�- EXISTING WALL TO BE
REMOVED, TYPICAL
NOTES:
1. REMOVE ALL EXISTING MERCHANDISING EQUIPMENT, CABINETS,
FURNITURE, DISPLAY RACKS, ETC.
2. REMOVE ALL EXISTING ACOUSTICAL TILE CEILINGS.
3. REMOVE ALL EXISTING FLOOR FINISHES.
4. REMOVE ALL EXISTING FRP WALL PANELS FROM WALLS INDICATED TO
REMAIN.
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EXISTNG STEEL PIPE
COLUMN, TYPICAL
EXISTING COUNTERTOP AND
CABINETS TO BE REMOVED
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EXISTNG STEEL PIPE
COLUMN WITH 8" X 8" BASE
PLATE, TYPICAL
SELECTIVELY DEMO PORTION OF EXISTING
WALL FOR NEW ALUMINUM -FRAMED
STOREFRONT AND ENTRANCE DOOR - SEE
EXTERIOR ELEVATION 1/AD3.1
REMOVE E
WALKWAY
STING CONCRETE
/HERE HATCHED
SELECTIVE DEMQLITION PLAN
SCALE: 1/4" = 1'-0"
314" 6'-8" 4'-011
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EXISTING WALL TO REMAIN,
TYPICAL
EXISTING ALUMINUM -FRAMED
STOREFRONT TO REMAIN,
TYPICAL
EXISTING MONUMENT SIGN TO BE
REMOVED
0 2' 4' 8'
SCALE: 1/4" = 1'
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I_
SELECTIVE DEMOLITION GENERAL NOTES
A. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND
DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION.
B. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE
WORK; HOWEVER, IF HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT
DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND LANDLORD.
C. VERIFY THAT EXISTING UTILITIES HAVE BEEN SHUT OFF PRIOR TO STARTING
SELECTIVE DEMOLITION OPERATIONS. MAINTAIN EXISTING UTILITIES INDICATED TO
REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE
DEMOLITION OPERATIONS.
D. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND
SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND
WITH MATERIALS AND USING APPROVED CONTRACTORS SO AS NOT TO AVOID
EXISITING WARRANTIES. NOTIFY WARRANTOR BEFORE PROCEEDING. VERIFY
EXISTING WARRANTED SYSTEMS WITH LANDLORD PRIOR TO SELECTIVE
DEMOLITION.
E. EXISTING HVAC AIR HANDLERS AND EXTERIOR CONDENSING UNITS SHALL REMAIN
AND MUST BE PROTECTED AGAINST DAMAGE FROM SELECTIVE DEMOLITION
OPERATIONS.
F. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION AS REQUIRED TO
PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND
FACILITIES TO REMAIN.
G. PROVIDE PROTECTION TO INSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE
DEMOLITION AREA.
H. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN
SELECTIVE DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES
AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO
STRUCTURE AND INTERIOR AREAS.
I. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISHES THAT ARE TO
REMAIN OR THAT ARE EXPOSED DURING THE SELECTIVE DEMOLITION PROCESS.
J. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT
REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED
TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS
REQUIRED:
J.A. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO
LOWER LEVEL.
J.B. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO
DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE
CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS
OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT
HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.
J.C. REMOVE DECAYED, VERMIN -INFESTED, OR OTHERWISE UNSUITABLE
MATERIALS AND PROMPTLY DISPOSE OFF-SITE.
J.D. REMOVE SELECTIVE DEMOLITION MATERIALS AND LOWER TO GROUND BY
METHOD SUITABLE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR
DUST GENERATION.
J.E. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND
MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS,
FLOORS, OR FRAMING.
J.F. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. DO NOT ALLOW
THEM TO ACCUMULATE ON-SITE. COMPLY WITH HAULING AND DISPOSAL
REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
K. REMOVED AND, REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL
CONDITION ADEQUATE FOR INTENDED REUSE. REINSTALL ITEMS IN LOCATIONS
INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS
AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS
MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED.
L. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN
AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED
BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE
LOCATION DURING SELECTIVE DEMOLITION AND REINSTALLED IN THEIR ORIGINAL
LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.
M. SELECTIVE DEMOLITION FOR CONCRETE SLABS ON GRADE: SAW -CUT PERIMETER
OF AREA TO BE DEMOLISHED, AND THEN BREAK UP AND REMOVE.
N. SELECTIVE DEMOLITION FOR MASONRY: DEMOLISH IN SMALL SECTIONS. CUT
MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING POWER -DRIVEN
SAW, AND THEN REMOVE MASONRY BETWEEN SAW CUTS.
0. SELECTIVE DEMOLITION FOR RESILIENT FLOOR COVERINGS: REMOVE FLOOR
COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S
"RECOMMENDED WORK PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR
COVERINGS. 1
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17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
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ISSUE DATE:
06/28/17
REVISIONS:
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PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
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EXISTING ALUMINUM
GUARDRAIL, TYPICAL
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EXISTING WALL -MOUNTED LIGHT
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REMOVE EXISTING DOOR CLOSERS, PUSH BAR,
PULL HANDLE AND ADHESIVE -APPLIED STREET
ADDRESS FROM ENTRANCE DOOR AND PATCH &
REPAIR DOOR AND FRAME AS REQUIRED.
NOTE: ENTRANCE DOOR TO REMAIN OPERA IONAL
UNTIL NEW ALUMINUM -FRAMED ENTRANCE OOR
AND SIDELIGHT ARE INSTALLED ON WEST E EVATION
EXISTING WEST ELEVATION
SCALE: 1/4" = V-0"
EXISTING "RADIO SHACK" SIGN TO
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SCALE: 1 /4" = V-0"
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REMOVE EXISTING WALL -MOUNTED
LIGHT FIXTURE
REMOVE PORTION OF EXISTING TRIM TO
ACCOMMODATE WIDTH OF NEW AWNING (BY OTHERS)
EL +10'-0"
TOP OF MASONRY OPENING
SELECTIVELY DEMO PORTION OF EXISTING
WALL TO PROVIDE MASONRY OPENING FOR
NEW ALUMINUM -FRAMED STOREFRONT
AND ENTRANCE DOOR
- REMOVED EXISTING POWER TO MONUMENT
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SCALE: 1/4" = 1'
PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
AD3ml
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I II
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17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
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17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
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IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I II
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PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
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IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I II
SS2.1
S2.1
SLAB PLAN
SCALE: 1/4" = V-0"
101
S2.1
EXISTING STEEL COLUMN TO CUT OFF
V NEW WINDOW OPENING AND
BE FILLED WITH GROUT
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GENERAL NOTES
100. DESIGN CRITERIA
100.1 DESIGN BUILDING CODE:
A. FLORIDA BUILDING CODE, 2014
100.2 GRAVITY LOADS:
A. ROOF LIVE LOADS:
1. FLAT ROOF 20 PSF
100.3 LATERAL LOADS:
A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER
GENERAL NOTE 100.1):
1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult = 129 MPH
2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 100 MPH
3. RISK CATEGORY = 11
4. EXPOSURE CATEGORY = C
5. ENCLOSURE CLASSIFICATION = ENCLOSED
6. INTERNAL PRESSURE COEFFICIENT (GCpi) = +/-0.18
7. WALL COMPONENTS AND CLADDING PRESSURES, Pult = +/- 47 PSF
110.2
110.3
110.4
110.5
110.6
120.
120.1
120.2
120.3
120.4
120.5
120.6
T,
THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC
ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES OR
SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE
BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING
SERVICES AND ARE INVALID.
THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL
STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE
ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL
DIMENSIONS.
DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS
INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND
EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT
FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUEST
FOR INFORMATION TO OBTAIN THE DIMENSION.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS,
ETC., AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES,
ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK.
THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF
EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH
A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING
STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED.
ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE
BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER SHALL ENGAGE
AN EXPERIENCED, QUALIFIED TESTING/INSPECTION AGENCY, SUBJECT TO
THE REVIEW OF THE ARCHITECT, TO PERFORM ALL INSPECTION WORK, AS
REQUIRED.
SHOP DRAWINGS
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY
ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP
DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
A. REINFORCING STEEL FOR CONCRETE AND MASONRY
B. CONCRETE GROUT MIX DESIGN
C. CONCRETE AND/OR MASONRY POST -INSTALLED ANCHORS
SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE
INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED.
SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER
SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL
PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE
FURNISHED; INFORMATION REGARDING CUTS, COPES, AND HOLES
REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER
DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION
PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.
ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL
HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION
CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS.
RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION
OF REVISIONS WILL BE REJECTED WITHOUT REVIEW.
THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL
DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION
DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING
SERVICES. SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR
REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS
WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING
SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC
CONTRACTOR OR SUB -CONTRACTOR TO USE PORTIONS OF THE
STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS
REQUIRES THAT CONTRACTOR OR SUB -CONTRACTOR TO ENTER INTO A
WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY
A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS
EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS
PROJECT.
THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS
IN LIEU OF PRINTED COPIES. COPIES SHALL BE SUBMITTED TO ATLANTIC
ENGINEERING SERVICES IN PDF FILE FORMAT (ISO 32000-1), WITH ONE (1)
ELECTRONIC FILE PER SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL
REVIEW, ANNOTATE, AND RETURN ONE (1) FILE TO THE ARCHITECT FOR
THEIR REVIEW AND DISTRIBUTION TO THE CONTRACTOR.
THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS
PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR
GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE
CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS
WORK IN A SAFE AND SATISFACTORY MANNER.
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
350. CONCRETE/MASONRY ANCHORS
350.1 ALL ADHESIVE FOR ANCHORING TO CONCRETE SHALL BE "HILTI HIT-HY 200
ADHESIVE ANCHORS" AS MANUFACTURED BY HILTI FASTENING SYSTEMS,
INC. (OR APPROVED EQUIVALENT).
350.2 ALL ADHESIVE ANCHORS FOR ANCHORING TO GROUT -FILLED MASONRY
SHALL BE "HILTI HIT-HY 70 ADHESIVE ANCHORS" AS MANUFACTURED BY HILTI
FASTENING SYSTEMS, INC. (OR EQUAL).
350.3 THE SPACING AND MINIMUM EMBEDMENT OF POST -INSTALLED ANCHORS
SHALL BE AS INDICATED ON DRAWINGS. THE INSTALLATION OF THE
ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDED PROCEDURES.
420. MASONRY
420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST
EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"
(TMS 402/ACI 530/ASCE 5) AND THE "SPECIFICATIONS FOR MASONRY
STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY SOCIETY.
420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE IN
CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER
CONSTRUCTION OF THE LATEST EDITION OF "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402/ACI 530/ASCE 5) AND
THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI
530.1/ASCE 6) OF THE MASONRY SOCIETY WITH THE FOLLOWING ADDITION
TO THE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR
ALL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE
TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED
MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FOR A MINIMUM OF
24 HOURS USING THE METHODS DESCRIBED IN TMS 602/ACI 530.1/ASCE 6.
420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM
C270, TYPE M OR S. PROVIDE TYPE M MORTAR AT ALL HIGH STRENGTH
MASONRY NOTED AS F'm = 2500 PSI OR GREATER. PROVIDE TYPE S MORTAR
AT ALL STRUCTURAL MASONRY AND REINFORCED MASONRY UNLESS NOTED
OTHERWISE.
420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS:
A. COMPRESSIVE STRENGTH (F'c) OF GROUT = F'm AS INDICATED BUT NO
LESS THAN 3,000 PSI.
B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED
ACCORDING TO ASTM C143.
C. MAX. AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO
PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404).
420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT
CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM C207; AND
MORTAR CEMENT CONFORMING TO ASTM C1329.
420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS
CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET AREA
COMPRESSIVE STRENGTH [AS SPECIFIED BY TABLE 2 OF TMS 602/ACI
530.1/ASCE 6, SECTION 1.4 B.2 BASED ON THE UNIT STRENGTH METHOD.
420.7 MINIMUM 28 -DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY
A. F'm 1500 PSI
420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING
WALLS SHALL BE GALVANIZED LADDER TYPE DUR-O-WAL, OR EQUIVALENT
AS APPROVED BY THE ENGINEER WITH 2-9 GAUGE LONGITUDINAL WIRE AND
9 GAUGE CROSS WIRE, SPACED AT 16" CENTER TO CENTER, UNLESS NOTED
OTHERWISE. PROVIDE ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN
THE FIRST TWO COURSES ABOVE AND BELOW A MASONRY OPENING.
PROVIDE LAP AS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF
6". DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE "L"
SHAPE AND "T" SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS WITH 8"
MINIMUM LAP. SEE TYPICAL DETAILS.
420.9 FULL BED AND HEAD JOINTS SHALL BE USED.
420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF
SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING
THE WALLS.
420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW GRADE.
420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING, AND WHERE
INDICATED ON PLANS AND SECTIONS.
420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT SPACE IS
LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT SPACE WIDTHS 2" OR
GREATER. PROVIDE FINE GROUT WHEN REINFORCING HAS LESS THAN 1/2"
CLEARANCE.
420.14 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE
60. PROVIDE LAP SPLICES OF 72 BAR DIAMETERS MINIMUM UNLESS 40 BAR
DIAMETERS IS PERMITTED PER TYPICAL DETAILS OR SECTIONS. PROVIDE
BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING.
420.15 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO
PLANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL
COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.
`I ATLANTIC
ENGINEERING
6501 Arlington Expressway
Building B, Suite 201
Jacksonville, FL 32211
PH: 904.743.4633 FX:904.725.9295
FL GOA #791 SC COA #1691
AES #317-193
DAVID L WEBB
PE 47180
PROJECT NO.
17032
ISSUE DATE:
REVISIONS:
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PROJECT NO.
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PROJECT NO.
17032
ISSUE DATE:
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DRAWN BY:
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EXIS'
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SECTION 101
SCALE: 3/4" = V-0" S2.1
GROUT REINFORCED CELLS TIGH'
TO BOTTOM OF EXISTING CONCRI
BEAM BY REMOVING PORTION OF
FACESHELL AND EXTENDING FRO
ABOVE OPENING. TRIM EXCESS
CONCRETE AND DRYPACK VOIDS
NECESSARY.
#5 DOWEL DRILLED AND
ADHESIVE ANCHORED WITH
5" EMBED INTO EXISTING
CONCRETE BEAM. USE
ADHESIVE SYSTEM AND
COMPONENTS SUITABLE
FOR OVERHEAD
APPLICATION.
#5 VERT CENTERED IN
END CELL EACH SIDE OF
NEW OPENING. FILL
CELLS SOLID WITH 3000
PSI GROUT
#5 DOWEL DRILLED AND
ADHESIVE ANCHORED
WITH 5" EMBED INTO
EXISTING SLAB
^"'^,RETE SLAB
SECTION 104
SCALE: 3/4" =1'-0" S2.1
FING
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.AND EPDXY #3 DOWELS
i" OC WITH 4" EMBED
JAPOR RETARDER
EXISTI
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PAST EACH SIDE OF NEW
OPENING
EXISTING CMU
— #5 DOWEL DRILLED AND
EXISTING SLAB \� ADHESIVE ANCHORED
WITH 5" EMBED INTO
EXISTING SLAB BELOW
MIDDLE OF NEW
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EXISTING CONCRETE
FOOTING
SECTION 102
SCALE: 3/4" = 1'-0" S2.1
IFI SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
EXISTING ROOF FRAMING
EXISTING CONCRETE
BEAM
EXISTIN
EXISTING
FOOTING
SECTION 103
SCALE: 3/4"= 1'-0" S2.1
DOOR SEE ARCH
REMOVE EXISTING CMU AS
REQUIRED TO POUR SIDEWALK
SLAB OVER EXISTING CMU. FILL
UNGROUTED CMU CELLS BELOW
NEW DOOR OPENING SOLID WITH
3000 PSI GROUT
EXISTING CMU
ATLANTIC
ENGINEERING
6501 Arlington Expressway
Building B, Suite 201
Jacksonville, FL 32211
PH: 904.743.4633 FX:904.725.9295
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AES #317-193
DAVID L WEBB
PE 47180
PROJECT NO.
17032
ISSUE DATE:
REVISIONS:
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PE 47180
PROJECT NO.
17032
ISSUE DATE:
REVISIONS:
DRAWN BY:
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PROJECT NO.
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EXISTING ILLUMINATED
EMERGENCY EXIT SIGN TO
REMAIN
REMOVE EXISTING
SURFACE -MOUNTED LIGHT
FIXTURE (ABOVE) AND PREP FOR
NEW LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
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EXISTING A/C EXTERIOR A/C
CONDENSING UNIT TO
REMAIN, TYPICAL
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OF EXISTING CMU PILASTER - DESIGN
INTENT IS TO ALIGN NEW MASONRY
OPENINGS WITH EXISTING CMU JOINTS;
ADJUST AS REQUIRED.
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REMOVE EXISTING CABINET, SHELVES, TOILET
ACCESSORIES, AND FLOOR AND WALL FINISHES
- PREP FLOORS AND WALLS FOR NEW FINISHES
REMOVE AND REINSTALL EXISTING
GRAB BARS SO TOP OF GRAB BAR IS
36" A.F.F.
REMOVE EXISTING ELECTRIC WALTER
COOLER AND PREP WATER AND SANITARY
FOR NEW HIGH -LOW COMBINATI JN
ELECTRIC WATER COOLER - SEE
w PLUMBING DRAWINGS • DISPLAY
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NEW IT/ELEC 112
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PLUMBING FIXTURES IN II I
TOILET ROOM - CAP I I
PLUMBING IN WALL AND
BELOW FLOOR AS REQUIRED II
STOCKROOM
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REMOVED, TYPICAL
1. REMOVE ALL EXISTING MERCHANDISING EQUIPMENT, CABINETS,
FURNITURE, DISPLAY RACKS, ETC.
2. REMOVE ALL EXISTING ACOUSTICAL TILE CEILINGS.
3. REMOVE ALL EXISTING FLOOR FINISHES.
4. REMOVE ALL EXISTING FRP WALL PANELS FROM WALLS INDICATED TO
REMAIN.
SELECTIVELY DEMO PO TION OF
EXISTING WALL FOR NEW
ALUMINUM -FRAMED STOREFRONT
WINDOW, TYPICAL - SEE EXTERIOR
ELEVATION 3/AD3.1
EXISTNG STEEL PIPE
COLUMN, TYPICAL
EXISTING COUNTERTOP AND
CABINETS TO BE REMOVED
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COLUMN WITH 8" X 8" BASE
PLATE, TYPICAL
SELECTIVELY DEMO PORTION OF EXISTING
WALL FOR NEW ALUMINUM -FRAMED
STOREFRONT AND ENTRANCE DOOR - SEE
EXTERIOR ELEVATION 1/AD3.1
REMOVE EXISTING CONCRETE
WALKWAY WHERE HATCHED
1
SELECTIVE DEMOLITION PLAN
SCALE: 1/4" = V-0"
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TYPICAL
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STOREFRONT TO REMAIN,
TYPICAL
EXISTING MONUMENT SIGN TO BE
REMOVED
0 2' 4' 8'
SCALE: 1/4" = 1'
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY L
SELECTIVE DEMOLITION GENERAL NOTES
A. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND
DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION.
B. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE
WORK; HOWEVER, IF HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT
DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND LANDLORD.
C. VERIFY THAT EXISTING UTILITIES HAVE BEEN SHUT OFF PRIOR TO STARTING
SELECTIVE DEMOLITION OPERATIONS. MAINTAIN EXISTING UTILITIES INDICATED TO
REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE
DEMOLITION OPERATIONS.
D. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND
SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND
WITH MATERIALS AND USING APPROVED CONTRACTORS SO AS NOT TO AVOID
EXISITING WARRANTIES. NOTIFY WARRANTOR BEFORE PROCEEDING. VERIFY
EXISTING WARRANTED SYSTEMS WITH LANDLORD PRIOR TO SELECTIVE
DEMOLITION.
E. EXISTING HVAC AIR HANDLERS AND EXTERIOR CONDENSING UNITS SHALL REMAIN
AND MUST BE PROTECTED AGAINST DAMAGE FROM SELECTIVE DEMOLITION
OPERATIONS.
F. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION AS REQUIRED TO
PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND
FACILITIES TO REMAIN.
G. PROVIDE PROTECTION TO INSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE
DEMOLITION AREA.
H. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN
SELECTIVE DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES
AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO
STRUCTURE AND INTERIOR AREAS.
I. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISHES THAT ARE TO
REMAIN OR THAT ARE EXPOSED DURING THE SELECTIVE DEMOLITION PROCESS.
J. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT
REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED
TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS
REQUIRED:
J.A. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO
LOWER LEVEL.
J.B. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO
DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE
CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS
OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT
HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.
J.C. REMOVE DECAYED, VERMIN -INFESTED, OR OTHERWISE UNSUITABLE
MATERIALS AND PROMPTLY DISPOSE OFF-SITE.
J.D. REMOVE SELECTIVE DEMOLITION MATERIALS AND LOWER TO GROUND BY
METHOD SUITABLE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR
DUST GENERATION.
J.E. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND
MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS,
FLOORS, OR FRAMING.
J.F. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. DO NOT ALLOW
THEM TO ACCUMULATE ON-SITE. COMPLY WITH HAULING AND DISPOSAL
REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
K. REMOVED AND REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL
CONDITION ADEQUATE FOR INTENDED REUSE. REINSTALL ITEMS IN LOCATIONS
INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS
AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS
MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED.
L. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN
AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED
BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE
LOCATION DURING SELECTIVE DEMOLITION AND REINSTALLED IN THEIR ORIGINAL
LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.
M. SELECTIVE DEMOLITION FOR CONCRETE SLABS ON GRADE: SAW -CUT PERIMETER
OF AREA TO BE DEMOLISHED, AND THEN BREAK UP AND REMOVE.
N. SELECTIVE DEMOLITION FOR MASONRY: DEMOLISH IN SMALL SECTIONS. CUT
MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING POWER -DRIVEN
SAW, AND THEN REMOVE MASONRY BETWEEN SAW CUTS.
0. SELECTIVE DEMOLITION FOR RESILIENT FLOOR COVERINGS: REMOVE FLOOR
COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S
RECOMMENDED WORK PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR
COVERINGS. I
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EXISTING ALUMINUM
GUARDRAIL, TYPICAL
EL +10'-0"
TOP OF MASONRY OPENING
EL +2'-0"
EXISTING WALL -MOUNTED LIGHT
FIXTURE, TYPICAL
BOTT. OF MASONRY OPENING
EXISTING WEST ELEVATION
SCALE: 1 /4" = V-0"
EXISTING "RADIO SHACK" SIGN TO
BE REMOVED
REMOVE EXISTING DOOR CLOSERS, PUSH BAR
PULL HANDLE AND ADHESIVE -APPLIED STREET
ADDRESS FROM ENTRANCE DOOR AND PATCH &
REPAIR DOOR AND FRAME AS REQUIRED.
NOTE: ENTRANCE DOOR TO REMAIN OPERATIO AL
UNTIL NEW ALUMINUM -FRAMED ENTRANCE DO R
AND SIDELIGHT ARE INSTALLED ON WEST ELE ATION
EXISTING
ALUMINUM -FRAMED
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SCALE: 1 /4" = V-0"
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SCALE: 1 /4" = V-0"
0
EXISTING MONUMENT SIGN TO
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REMOVE EXISTING WALL -MOUNTED
LIGHT FIXTURE
REMOVE PORTION OF EXISTING TRIM TO
ACCOMMODATE WIDTH OF NEW AWNING (BY OTHERS)
EL +10'-0"
TOP OF MASONRY OPENING
SELECTIVELY DEMO PORTION OF EXISTING
WALL TO PROVIDE MASONRY OPENING FOR
NEW ALUMINUM -FRAMED STOREFRONT
AND ENTRANCE DOOR
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SIGN
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NOTE: ENTRANCE DOOR TO REMAIN OPERATIO AL
UNTIL NEW ALUMINUM -FRAMED ENTRANCE DO R
AND SIDELIGHT ARE INSTALLED ON WEST ELE ATION
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SCALE: 1 /4" = V-0"
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SCALE: 1 /4" = V-0"
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REMOVE EXISTING WALL -MOUNTED
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REMOVE PORTION OF EXISTING TRIM TO
ACCOMMODATE WIDTH OF NEW AWNING (BY OTHERS)
EL +10'-0"
TOP OF MASONRY OPENING
SELECTIVELY DEMO PORTION OF EXISTING
WALL TO PROVIDE MASONRY OPENING FOR
NEW ALUMINUM -FRAMED STOREFRONT
AND ENTRANCE DOOR
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IF SHEET IS LESS THAN 22" X 34"', IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I
PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
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IF SHEET IS LESS THAN 22" X 34"', IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I
PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
AD3ml
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IF SHEET IS LESS THAN 22" X 34"', IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY I
PROJECT NO.
17032
ISSUE DATE:
06/28/17
REVISIONS:
DRAWN BY:
SAB
AD3ml
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REMOVE AND REPLACE SLAB TO
INSTALL NEW PLUMBING
COORDINATE LOCATIONS WITH
ARCH AND PLUMBING SEE 104/S2.1
13
101
S2.1
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ko� SCALE: 1/4" = V-0"
102
101
S2.1
EXISTING STEEL COLUMN TO CUT OFF
IEW WINDOW OPENING AND
FILLED WITH GROUT
H
GENERALNOTES
100. DESIGN CRITERIA
100.1 DESIGN BUILDING CODE:
A. FLORIDA BUILDING CODE, 2014
100.2 GRAVITY LOADS:
A. ROOF LIVE LOADS:
1. FLAT ROOF 20 PSF
100.3 LATERAL LOADS:
A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER
GENERAL NOTE 100.1):
1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult = 129 MPH
2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 100 MPH
3. RISK CATEGORY = II
4. EXPOSURE CATEGORY = C
5. ENCLOSURE CLASSIFICATION = ENCLOSED
6. INTERNAL PRESSURE COEFFICIENT (GCpi) = +/-0.18
7. WALL COMPONENTS AND CLADDING PRESSURES, Pult = +/- 47 PSF
110. GENERAL
110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC
ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES OR
SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE
BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING
SERVICES AND ARE INVALID.
110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL
STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE
ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL
DIMENSIONS.
110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS
INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND
EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT
FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUEST
FOR INFORMATION TO OBTAIN THE DIMENSION.
110.4 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS,
ETC., AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES,
ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK.
110.5 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF
EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH
A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING
STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED.
110.6 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE
BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER SHALL ENGAGE
AN EXPERIENCED, QUALIFIED TESTING/INSPECTION AGENCY, SUBJECT TO
THE REVIEW OF THE ARCHITECT, TO PERFORM ALL INSPECTION WORK, AS
REQUIRED.
120, SHOP DRAWINGS
120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY
ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP
DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
A. REINFORCING STEEL FOR CONCRETE AND MASONRY
B. CONCRETE GROUT MIX DESIGN
C. CONCRETE AND/OR MASONRY POST -INSTALLED ANCHORS
120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE
INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED.
SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER
SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL
PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE
FURNISHED; INFORMATION REGARDING CUTS, COPES, AND HOLES
REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER
DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION
PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.
120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL
HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION
CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS.
RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION
OF REVISIONS WILL BE REJECTED WITHOUT REVIEW.
120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL
DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION
DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING
SERVICES. SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR
REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS
WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING
SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC
CONTRACTOR OR SUB -CONTRACTOR TO USE PORTIONS OF THE
STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS
REQUIRES THAT CONTRACTOR OR SUB -CONTRACTOR TO ENTER INTO A
WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY
A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS
EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS
PROJECT.
120.5 THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS
IN LIEU OF PRINTED COPIES. COPIES SHALL BE SUBMITTED TO ATLANTIC
ENGINEERING SERVICES IN PDF FILE FORMAT (ISO 32000-1), WITH ONE (1)
ELECTRONIC FILE PER SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL
REVIEW, ANNOTATE, AND RETURN ONE (1) FILE TO THE ARCHITECT FOR
THEIR REVIEW AND DISTRIBUTION TO THE CONTRACTOR.
120.6 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS
PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR
GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE
CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS
WORK IN A SAFE AND SATISFACTORY MANNER.
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
350. CONCRETE/MASONRY ANCHORS
350.1 ALL ADHESIVE FOR ANCHORING TO CONCRETE SHALL BE "HILTI HIT-HY 200
ADHESIVE ANCHORS" AS MANUFACTURED BY HILTI FASTENING SYSTEMS,
INC. (OR APPROVED EQUIVALENT).
350.2 ALL ADHESIVE ANCHORS FOR ANCHORING TO GROUT -FILLED MASONRY
SHALL BE "HILTI HIT-HY 70 ADHESIVE ANCHORS" AS MANUFACTURED BY HILTI
FASTENING SYSTEMS, INC. (OR EQUAL).
350.3 THE SPACING AND MINIMUM EMBEDMENT OF POST -INSTALLED ANCHORS
SHALL BE AS INDICATED ON DRAWINGS. THE INSTALLATION OF THE
ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDED PROCEDURES.
420. MASONRY
420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST
EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"
(TMS 402/ACI 530/ASCE 5) AND THE "SPECIFICATIONS FOR MASONRY
STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY SOCIETY.
420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE IN
CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER
CONSTRUCTION OF THE LATEST EDITION OF "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402/ACI 530/ASCE 5) AND
THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI
530.1/ASCE 6) OF THE MASONRY SOCIETY WITH THE FOLLOWING ADDITION
TO THE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR
ALL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE
TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED
MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FOR A MINIMUM OF
24 HOURS USING THE METHODS DESCRIBED IN TMS 602/ACI 530.1/ASCE 6.
420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM
C270, TYPE M OR S. PROVIDE TYPE M MORTAR AT ALL HIGH STRENGTH
MASONRY NOTED AS F'm = 2500 PSI OR GREATER. PROVIDE TYPE S MORTAR
AT ALL STRUCTURAL MASONRY AND REINFORCED MASONRY UNLESS NOTED
OTHERWISE.
420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS:
A. COMPRESSIVE STRENGTH (F'c) OF GROUT = F'm AS INDICATED BUT NO
LESS THAN 3,000 PSI.
B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED
ACCORDING TO ASTM C143.
C. MAX. AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO
PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404).
420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT
CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM C207; AND
MORTAR CEMENT CONFORMING TO ASTM C1329.
420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS
CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET AREA
COMPRESSIVE STRENGTH [AS SPECIFIED BY TABLE 2 OF TMS 602/ACI
530.1/ASCE 6, SECTION 1.4 B.2 BASED ON THE UNIT STRENGTH METHOD.
4201 MINIMUM 28 -DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY
A. F'm 1500 PSI
420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING
WALLS SHALL BE GALVANIZED LADDER TYPE DUR-O-WAL, OR EQUIVALENT
AS APPROVED BY THE ENGINEER WITH 2-9 GAUGE LONGITUDINAL WIRE AND
9 GAUGE CROSS WIRE, SPACED AT 16" CENTER TO CENTER, UNLESS NOTED
OTHERWISE. PROVIDE ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN
THE FIRST TWO COURSES ABOVE AND BELOW A MASONRY OPENING.
PROVIDE LAP AS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF
6". DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE "L"
SHAPE AND "T" SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS WITH 8"
MINIMUM LAP. SEE TYPICAL DETAILS.
420.9 FULL BED AND HEAD JOINTS SHALL BE USED.
420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF
SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING
THE WALLS.
420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW GRADE.
420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING, AND WHERE
INDICATED ON PLANS AND SECTIONS.
420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT SPACE IS
LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT SPACE WIDTHS 2" OR
GREATER. PROVIDE FINE GROUT WHEN REINFORCING HAS LESS THAN 1/2"
CLEARANCE.
420.14 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE
60. PROVIDE LAP SPLICES OF 72 BAR DIAMETERS MINIMUM UNLESS 40 BAR
DIAMETERS IS PERMITTED PER TYPICAL DETAILS OR SECTIONS. PROVIDE
BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING.
420.15 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO
PLANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL
COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.
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ATLANTIC
ENGINEERING
6501 Arlington Expressway
Building B, Suite 201
Jacksonville, FL 32211
PH: 904.743.4633 FX:904.725.9295
FL COA #791 SC COA #1691
AES #317-193
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SECTION 101
SCALE: 3/4" = 1'-0" S2.1
SECTION 104
SCALE: 3/4" = V-0" S2.1
GROUT REINFORCED CELLS TIGHT
TO BOTTOM OF EXISTING CONCRETE
BEAM BY REMOVING PORTION
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LAP VAPOR RETARDER
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EXISTING CONCRETE
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IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
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SCALE: 3/4" = 1'-0" S2.1
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REMOVE EXISTING CMU AS
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SLAB OVER EXISTING CMU. FILL
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NEW DOOR OPENING SOLID WITH
3000 PSI GROUT
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ATLANTIC
ENGINEERING
6501 Arlington Expressway
Building 8, Suite 201
Jacksonville, FL 32211
PH: 904.743.4633 FX:904.725.9295
FL COA #791 SC COA #1691
AES #317-193
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PROJECT NO.
17032
ISSUE DATE:
REVISIONS:
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