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MARK
SIZE
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REMARKS
REMARKS
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MONOLITHIC FTG.
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MKT ENGINEERS, INC.
2265 LEE ROAD, SUITE 123
WINTER PARK, FLORIDA 32789
0: 407.628.8555, F: 407.644.6516
ENGINEERING BUSINESS #26349
MKT PROJ. NO.: 16995.1
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ARCHITECTURAL DYNAMICS, INC
2816 PIC KFAIRSTREET - ORLANDO, FL - 32803
PH -1078975161 ARCHSOLVE?AOL.COM
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ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364
INTERIOR DESIGN REGISTRATION NUMBER IB26001339
PLAN SUBMISSIONS $ REVISIONS
PROGRESS:
22 FEBRUARY 2017
REVISION: OWNER REQ•D CHANGES10
22 MARCH 2017
REVISION
DATE
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KISHMP D. TOLIA
PROFESSIONAL ENGINEER NO. 18092
STA'L'E OF FLORIDA
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SHEET INFORMATION
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STRUCTURAL GENERAL NOTES
GENERAL NOTES:
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR
STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT EXPRESS
WRITTEN PERMISSION FROM ARCHITECT/ENGINEER.
MANUFACTURERS OF ANY PRE-ENGINEERED, PRE -FABRICATED SYSTEM OR COMPONENT
SHALL SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECT'S APPROVAL PRIOR TO
FABRICATION OR ERECTION OF SYSTEM/COMPONENT. THESE SHOP DRAWINGS SHALL BE
SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER.
THE BUILDING IS DESIGNED IN ACCORDANCE WITH THE FLA BUILDING CODE, 2010 EDITION.
FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION.
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE
INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,
SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE
WORK.
FOUNDATIONS:
PROPOSED DESIGN IS BASED ON GEOTECHNICAL EXPLORATION CONDUCTED BY OWNER'S
GEOTECHNICAL ENGINEER, BECHTOL ENGINEERING ASSOCIATES OF DELAND, FL, THEIR
FINDINGS AND RECOMMENDATIONS ARE IN A REPORT DATED 10/31/16 AND ARE MADE PART OF
CONTRACT DOCUMENTS. THESE ARE TO BE FOLLOWED CLOSELY AND COMPLETELY. THEIR
PROJECT NO. IS G16179,
MAXIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2000 POUNDS PER SQUARE FOOT
SPREAD FOOTING SHALL BEAR ON SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF
MODIFIED PROCTOR TEST (A.S.T.M. D1557, AAHSTO T-180). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST ONE FOOT BELOW THE BOTTOM OF THE FOOTINGS OR
STRIPPED GRADE, WHICHEVER IS DEEPER.
FILL UNDER FLOOR SLABS SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF
PROCTOR TEST (A.S.T.M. D1557), TO A DEPTH OF AT LEAST V-0".
USE APPROPRIATE EQUIPMENT SO AS NOT TO DISTURB ADJACENT EXISTING BUILDING
STRUCTURE.
CONCRETE:
DESIGN OF REINFORCED CONCRETE CONFORMS WITH BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE - ACI 318, LATEST EDITION.
CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
U.N.O.
GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS AND ANY
OTHER ITEMS RELATED TO CONCRETE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR
THEIR PROPER LOCATION, BEFORE POURING CONCRETE.
PITCH CONCRETE SLABS, WHERE REQUIRED, TO DRAINS SHOWN ON THE ARCHITECTURAL AND
MECHANICAL DRAWINGS.
CONCRETE PROJECTION FOR REINFORCING SLAB SHALL BE AS FOLLOWS:
FOOTINGS 3" CLEAR BOTTOM AND SIDES, 2" CLEAR TOP
DESIGN MIXES:
PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES:
3000 PSI 28 -DAY COMPRESSIVE STRENGTH, USING TYPE 1 PORTLAND CEMENT WITH 2 TO 4%
AIR. NO FLY ASH OR OTHER POZZOLAN IS PERMITTED. SLUMP LIMIT 3" TO 5". SUBMIT MIX
DESIGN FOR ARCHITECT AND ENGINEER'S REVIEW PRIOR TO START OF CONCRETING.
REINFORCING STEEL:
REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 -GRADE 60,
EXCEPT THAT NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 -GRADE 40 MAY BE USED FOR
COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION"
ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS WALLS, SLABS
AND OTHER CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY
WIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 48 -BAR DIAMETERS OR 2'4"
MINIMUM, WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF
CONTINUOUS FOOTINGS OR BEAMS SHALL BE CONT. TO FAR SIDES OF INTERSECTING
ELEMENTS.
ALL SLABS ON GRADE SHALL BE 5" THICK AND REINFORCED WITH 6 x 6 - WIA x W1.4 W.W.F.
UNLESS OTHERWISE NOTED. LAP MESH 8" AT EDGES AND ENDS AND PROVIDE ADDITIONAL
REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB. MOISTURE
BARRIER BENEATH FLOOR SLABS SHALL BE 10 MIL POLYETHYLENE. USE FLAT SHEETS OF
WELDED WIRE FABRIC.
STRUCTURAL STEEL: (IF ANY)
FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS", LATEST EDITION.
STRUCTURAL STEEL, SHALL MEET THE REQUIREMENTS OF A.S.T.M. A-50, EXCEPT STRUCTURAL
STEEL TUBE SHAPES IF ANY SHALL MEET THE REQUIREMENTS OF A.S.T.M. A500, GRADE B. ALL
STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 E OR S, GRADE B.
PROVIDE ALL STRUCTURAL STEEL LINTELS, SHELF ANGLES, AND ALL OTHER ROLLED SHAPES
SHOWN ON ARCHITECTURAL DRAWINGS.
CONCRETE MASONRY: (IF ANY)
ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF
AC1-ASCE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI -ASCE 530) ALL
MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL
REQUIREMENTS OF SPECIFICATIONS FOR MASONRY STRUCTURES (ACI -ASCE 530.1) UNLESS
OTHERWISE NOTED.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. ALL CONCRETE BLOCKS SHALL
HAVE AN ULTIMATE NET COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM TO GIVE A MINIMUM
COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE (Fm) OF 1500 PSI, UNLESS NOTED
OTHERWISE. MASONRY UNITS SHALL BE LAID IN RUNNING BOND. USE SPLITFACE OR REGULAR
(SPLIT FACE) BLOCK AS SHOWN ON ARCHITECTURAL DRAWINGS.
PRE-ENGINEERED METAL BUILDING FRAME:
RIGID FRAME BUILDING IS TO BE DESIGNED AND MANUFACTURED BY METAL BUILDING
SUPPLIER. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR COLUMN BAY SPACES,
EAVE HEIGHT, ROOF PANELS AND RELATED ACCESSORIES. SUBMIT SHOP DRAWINGS AND
DESIGN CALCULATIONS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER FOR
ARCHITECT/ENGINEERS REVIEW PRIOR TO FABRICATION. SHOW ALL FOUNDATION REACTIONS
ON PLANS. THIS MUST BE AT APPROPRIATE TIME SO THAT FOUNDATION WORK IS NOT
DELAYED.
FOLLOW FLORIDA BUILDING CODE FOR LOAD REQUIREMENTS AND FOLLOW M.B.M.A.'S
"RECOMMENDED DESIGN PRACTICE MANUAL." IN ADDITION TO STRENGTH REQUIREMENTS,
SERVICEABILITY CONDITIONS (DEFLECTION REQUIREMENTS) AS SPECIFIED BY FLORIDA
BUILDING CODE SHALL ALSO BE SATISFIED. ALL WIND LOADS SHALL BE RESISTED BY METAL
BUILDING FRAME METAL BLDG. SUPPLIER TO PROVIDE FOR AIR HANDLER EQUIPMENT HUNG
FROM ROOF. ALSO PROVIDE FRAMING FOR ALL OPENINGS THRU ROOF WHICH ARE LARGER
THAN 12"x12".
LIGHTGAGE METAL FRAMING: (IF ANY)
PROVIDE FRAMING MEMBERS AND CONNECTIONS IN ACCORDANCE WITH THE AISC
SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, LATEST
EDITION. USE UNIMAST CORP. GYPSUM COMPANY FRAMES, BRACING AND CONNECTIONS, OR
AS APPROVED EQUAL.
DESIGN LOADS:
LIVE LOADS: ROOF: 20 PSF
ALL STRUCTURAL COMPONENTS SHALL MEET DESIGN CRITERIA SET FORTH IN FBC CHAPTER
16. ALL DOORS, WINDOWS, & GLAZING FRAMING SHALL BE ABLE TO WITHSTAND WIND
PRESSURE FOR COMPONENTS AND CLADDING PER FBC CODE, CHAPTER 16. SEE ARCH. DWGS.
FOR SIZES, LOCATIONS AND INDIVIDUAL OPENINGS.
WIND LOAD DESIGN:
ULTIMATE DESIGN WIND SPEED VOLT 140 MPH
NORMAL DESIGN WIND SPEED VASD 109 MPH
RISK CATEGORY:
II
WIND EXPOSURE:
B
WIND DIRECTION:
NORMAL
ENCLOSURE:
ENCLOSED BUILDING
MEAN ROOF HEIGHT:
30'4"
MKT ENGINEERS, INC.
2265 LEE ROAD, SUITE 123
WINTER PARK, FLORIDA 32789
0: 407.628.8555, F: 407.644.6516
ENGINEERING BUSINESS #26349
MKT PROD. NO.: 16995.1
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ARCHITECTURAL DYNAMICS, INC
2816 PICKFAIR STREET - ORLANDO, FL - 32803
TN-A—COM
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w w w. a r c hrd y n. c o m
ARCHITECTURAL CORPORATION REGISTRATION NUMBER PA26002364
INTERIOR DESIGN REGISTRATION NUMBER 1826001339
PLAN SUBMISSIONS F± REVISIONS
PROGRESS
22 FEBRUARY 2017
REVISION: OWNER REQ'D CHANGES 1�
;.
22 MARCH 2017
REVISION:
DATE
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PR(7'1)4'1,()NAL•E (ihi Eli No. 10092
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drawn: LAV
reviewed: KDT
project codec 2016 - 59
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SHEET INFORMATION
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LIGHTING NOTES:
1. CONNECT ALL EMERGENCY LIGHTS & EXIT SIGNS
NORTH AHEAD OF ANY AUTOMATIC SWITCHING ARRANGEMENTS.
f ELECTRICAL FLOOR PLAN gQNFORD
''"` F . 1/4" = 1r-011 PLAN KEY NOTES: / o ��
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1. DIGITAL COUNTDOWN TIMER SWITCH. PRESET COUNTDOWN
TIMES (15, 30, 45, 60, 2 HR.). PROVIDE WEATHERPROOF
CO\'ER. INTERMATIC EI235W (OR EQUAL) �� •��'®�
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2816 PICKFAIR STREET - ORLANDO, FL - 32803
PH 407 897 5461 ARCI GCCVE@AOLCOM
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ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26CO2364
INTERIOR DESIGN REGISTRATION NUMBER 1826001339
PLAN SUBMISSIONS & REVISIONS
PROGRESS:
22 FEBRUARY 2017
REVISION: FIELD COORDINATION p
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C.A. No. 278487 ; .af O��•.Q P
13651 CRYSTAL 121VER DRIVE.
ORLANDO'F032828 , M
phone: (407)277-3437
fax: (407)27] $343U �,•- ,
email: darlus@1IeAr g rC-
Darius D. Ada`rii$}P_. E.'•Nd'
FL PE No: 53236...�1:"
drawn: MDF
reviewed: DDA
pr°;e« rade: 2016 - 59
loran:
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