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1074 S. FLORIDA AVENUE
SUITE 201
LAKELAND, FLORIDA 33803
(863) 688 - 1054
MODULAR STRUCTURE FOR:
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DESTINATION: AT5. BURND.ALE, r FL ORIDA,
VARIABLE8,
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-
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REFERENCE,o
ACCA� IVIIPMAL 1�`
-FOURT�l 'EDITION
HL 86-19, "BTUR
H
e 'Efficiency C6de'F r B uilding CQ"' nst I ructi,oh
Fl,orida' Eh r!j�
EnergyGaluge Summit@) Fla/Com-201 0, Effective Date: March 15,2012 Form 506-2010
m
TotalBuilding Perf6r an-ce Method for Commerbial Buildings:,
Short Desc: MPD-2512
Owner: Mobile Modular
Addressl:
Address2: Enter Address here
PROJECT SUMMARY
Description: 12'x36'Business
City: Auburndale
State: FL
Zip: 0
Type: Office Class: Renovation to existing building
Jurisdiction: AUBURNDALE, POLK COUNTY, FL (631100)
Conditioned Area: 3 81 SF Conditioned & UnConditioned Area: 381 SF
No of Stories: I Area entered from Plans 420 SF
Permit No: 0 Max Tonnage 1.5
If different, write in:
EnergyGauge Summft@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/2012
Page I of 7
r.,,
Component
Gross Energy Cost (in $)
LIGHTING CONTROLS
EXTERNAL LIGHTING
ITVAC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Check List?
Design Criteria ResuIt
389.0 431.0 PASSED
PASSES
PASSES
PASSES
None Entered
Not Checked
None Entered
Yes/No/NA
IMPORTANT MESSAGE
Info 5009 -- -- -- An input report of this design building must be submitted along with this
Compliance Report I
8/22/2012
I
EnergyGauge Summit@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
'7
Page 2 of 7
a
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code
Prepared By: Building Official:
Date: Date:
I certify that this building is in compliance with the FL6rida Energy Efficiency Code
Owner Agent: Date:
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: TOM MELTON Reg No:
Electrical Designer: Reg No:
Lighting Designer: Reg No:
Mechanical Designer: Reg No:
Plumbing Designer: Reg No:
Signature is required where Florida Law requires design t(? be performed by registered design
professionals.
I I
I
EnergyGauge Summit@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/2012 Page 3 of 7
Project: MPD-2512
Title: 12106'Business
Type: Office
(WEA File: FL LAKELAND LINDER RGN.tm3)
Building End Uses
I)Proposed
2) Baseline
Total
24.60
33.90
$389
$538
ELECTRlClTY(lVll3tu1kWh/$)
24.60
33.90
7217
9935
$389
$538
AREA LIGHTS
5.60
4.30
1629
1256
$88
$68
MISC EQUIPIVIT
5.10
5.10
1503
1503
$81
$81
SPACE COOL
11.00
7.20
3220
2102
$174
$114
SPACE HEAT
0.60
1.40
189
418
$10
$23
VENTFANS
2.30
15.90
676
4656.
$36
$252
Credits Applied: None
PASSES
Passing Criteria = 431
Design (including any credits) = 389
Passing requires Proposed Building cost to be at most 80% of
Baseline cost. This Proposed Building is at 72.2%
EnergyGauge Summit@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/20 12 Page 4 of 7
Project: MPD-2512
Title: 12'x361 Business
Type: Office
(WEA File: FL LAKELAND LINDER RGN.tm3)
External Lighting Compliance
Description Category Tradable? Allowance Area or Length
ELPA CLP
(W/Unit) or No. of Units
(W) (W)
(Sqft or ft)
Ext Light 1 Main entries Yes 30.00 3.0
90 60
Ext Light 2 Main entries Yes 30.00 3.0
90 60
Tradable Surfaces: 120 (W) Allowance for Tradable: 930 ff)
PASSES
All External Lighting: 120 (W)
lComplicance check includes a excess/Base allowance of 750.00(W)
Project: MPD-2512
Title: 12'x361 Business
Type: Office
(WEA File: FL LAKELAND LINDER RGN.tm3)
Lighting Controls Compliance
Acronym Ashrae Description Area Design
Min Compli-
ID (sq.ft) CP
CP ance
OFFICE 1 16 Office - Open Plan 216 1
1 PASSES
RESTROOM 6 Toilet and Washroom 45 1
1 PASSES
OFFICE 2 17 Office - Enclosed 120 1
1 PASSES
PASSES
Project: MPD-2512
Title: 12'x36'Business
Type: Office
(WEA File: FL LAKELAND LINDER RGN.tm3)
System Report Compliance
ZONE I System 1-2 Room Units (Airconditioners No. of Units
& Heat pumps)
2
Component Category Capacity Design Eff Design
IPLV Comp-
Eff Criteria IPLV
Criteria liance
Cooling System Room Airconditioners with 9.70 9.70
PASSES
Louvered Slides
Heating System Electric Furnace 1.00 1.00
PASSES
Air Handling Air Handler (Supply) - 0.30 0.82
PASSES
System -Supply Constant Volume
PAS�
EnergyGauge SummiR Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/2012 Page 5 of 7
Plant Compliance
Description
Installed Size Design Min Design Min Category
No Eff Eff IPLV IPLV
Comp
liance
None
Project: MPD-2512
Title: 12'x36' Business
Type: Office
(WEA File: Fl, LAYM LAND LINDER RGN.tm3)
Water Heater Compliance
Description
Type Category Design Min
Eff Eff
Design
Loss
Max Comp
Loss Rance
Water Heater I
Electric water heater Unknown 1.00
Not Checked
FNot
2ecked
Piping System Compliance
Category
Pipe Dia Is Operating Ins Cond
[inches] Runout? Temp [Btu-in/hr
IF] SF.FI
Ins
Thick [in]
Req Ins Compliance
Thick [in]
None
EnergyGauge Summit@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/2012 Page 6 of 7
!t: WD-2512
12'x36' Business
Office
File: FL—LAY-ELAND—LINDER—RGN.tm3)
Other Required Compliance
Category
Section
Requirement (write N/A in box if not applicable)
Check
Report
506.4.2
Input Report Print -Out from EnergyGauge FlaCom attached
F�
Operations Manual
303.3.1,
Operations manual provided to owner
El
503.2.9.3,
505.7.4.2
Windows & Doors
502.3.2
Glazed swinging entrance & revolving doors: max. 1.0 cfin/ft2; all
F
other products: 0.3 cfm/ft2
Joints/Cracks
502.3.3
To be caulked, gasketed, weather-stripped or otherwise scaled
F
Dropped Ceiling Cavity
502.3
Vented: seal & insulated ceiling. Unvented seal & insulate roof &
side walls
HVAC Efficiency
503.2.3
Minimum efficiencies: Tables 503.2.3(l)-(8)
F
HVAC Controls
503.2.4
Zone controls prevent reheat (exceptions); separate thermostatic
F
control per zone;
Ventilation
503.2.5
Outdoor air supply & exhaust ducts shall have dampers that
F
automatically shut when systems or spaces served are not in use.
Exhaust air energy recovery required for cooling systems
(Exceptions).
ADS
503.2.7.5
Duct sizing and Design have been performed
r
HVAC Ducts
503.2.7
Air ducts, fittings, mechanical equipment & plenum chambers shall
be mechanically attached, sealed, insulated & installed per Table
503.2.7.2. Fan power limitations.
Balancing
503.2.9.1
HVAC distribution system(s) tested & balanced. Report in
F
construction documents.
Piping Insulation
503.2.8
HAC and service hot water. In accordance with Table 503.2.8.
F
Water Heaters
504
Performance requirements in accordance with Table 504.2. Heat
r
trap required.
Swimming Pools
504.7
Vapor -retardant or liquid cover or other means proven to reduce
—1
F
heat loss on heated pools; Time switch (exceptions); readily
accessible on/off switch.
Motors
505.7.5
Motor efficiency criteria have been met
F
Lighting Controls
505.2, 502.3
Automatic control required for interior lighting in buildings >5,000
F
s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or
3 linear fluorescent lamps>3 OW
I
EnergyGauge Summit@ Fla/Com-201 0. Section 506.4 Compliant Software. Effective Date: March 15, 2012
8/22/2012
Page 7 of 7
9
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IN
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'Manuf acturing
2500 INDUSTRIAL STREET
LEESBURG, FLORIDA 34748
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MATERIAL SCHEDULE
DOOR SCHEDULE
Of
NAME
SIZE
TYPE OR, MFG. NAME-
GRADE
COMMENTS
MiSC. SPEC. ITEMS
I
DOOR SYMBOL
DOOR & SUDE IMDW
HDRW. NOTES No
STYLE
I NTERIOR
EXTETOR
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1
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DETACHABLE
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!�BEAM
LIOX7.6
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I
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UNDERSLUNG
1 60001
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I
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SEE BUILDING SECTION
PLATES
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SINGLE- TOP-SNGLE-BOTTOM
SEE BUILDING SECTION
NEULAITON
R�lj
KRAFT
WINDOW SCHEDULE
TRIM
ALUMN
w
SHFAWING
IIV
DEN� R12W
END WALLS
SEE BUILDING SECTION
ITEM
DESCRIPTION
WIND W SYMBOL
(S)
SHEATHING
1/2'
DENS*LASS R 12W
SIDEWALI_S
SEE BUILDING SECTION
-DW
k'G'T
46'
'6
5Y
MUNG
SEE BUILDING SECTIONS
STYLE rBKR�04C'
FINISH
T-GRID
TOTAL OF 5
H R993
(D
L,
0
0
of
MONO
RAFTER
STEEL -CON 600200-Q
0 24- D.C.
STEEL 2x6 MEMBERS -18GA
SEE BUILDING SECTONS
ROOf'..TRIM
ALUM
!EXCEPT 0 16'
O.C.FIRST 4' FROM END WALLS
OVERHANG
4"
COVERING
45MIL
EPDM-RI601.1
i
SHEATHING
22GA
MARLYN 8-DECK/UNDER 1/2- DENS DECK
w/wpS
INSULATION
R-19
UHFACED�HELDaUP.By.VNY_-
STEEL
18"X 3V ORDER MARK: J2 BY CANAM STEEL
I
SEE WILDING SEMONS
N/A
S� BUILDING CTIONS
LEEP ROOF OPTON
NOA #FLI299 I
I. - DESIGN DATA. I
FL,CRIDA .
2001 FLORIDA SLIMING CODE W/2003 REV.
2001 FLORIDA PLUMS. CODE
2001 FLOR:DA GAS CODE
200 �OR DA MECH. CODE
2002 NATIONAL EUI CODE
NFPA 101 (20DO)
FACBC (LATEST EDMON)-2M MC CHAPTER 11
�CRIDA ENERGY (I_ATEST EDIVOM)
EFFICIENCY CODE 2001 MC CHAPTER 13
CONSTRUCTION TYPE 371UNPROTECTIED
OCCUPANCY. EDUCATION
OCCUPANT LOAD IS BASED UPON 1 PERSON
PER 20 SQUARE FEET OF FLOOR AREA
FL� LL - 40 P.f.
ROOF-- LL= 20 psf
4 10. TOP CHORD -
6 psL BOTTOM WORD.
WHO SPEED: M, ph.
LEGEND,
ED .
TOILET ELEV.
FLORIDA STRUCTURAL
FLOOR LFIE LOAX.
40 PSF
ROOF UVE LOAD.
20 PSF.
ROOF SHOW LOAD: NOT APP�
WHO LOAD:.
I - "NO SPEED. IQ MPH
2.WIND IMnRTANCE FACTOR. 1. - 1.15
BUILDHIG CATEGORY= 11 (ASCE 7-98)
3. WIND EXPOSURE MEOW. a
4. ENMOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESVJRE CO�CIENL 0.18
5. ROOF COMPONENT & OWNING LOAD
ROOF (50 SF )
FOR ROOF ANGLE- 0 TO 10 DEGREES
PC - ZONE 1;_�.2 PSF
ZONE -51� PSIF
ZONE 3- -61.5 PSF
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F.B.C. PLUMBING 604.8
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BE SM. 40 PVC
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UNLESS NOTED V/ ALL STUB UPS Ile
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AT MAIN INLET AND SHOULD BE VERIFIED
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SPECIAL NOTE
JBOX CONDUIT !DIALL BE STUBBED UP AND DOM
WIRU CEILUNG
ELECTRICAL PANEL TO BE STUBBED THRU
FLOOR
�BOXES FOR ALARM SYSTEM SHALL STUBBED
UP AND DOM THRU FLOOR
�BOXS MUST CONTAIN WRING AND COMPUTER
TECHNOLOGY SUITABLE FOR WE PROGRAM
TO BE HOUSED
CUSTOMER TO PROVIDE SURGE PROTECTION
ON DATA, INTERCOM AND FIRE ALARM
CIRCUITS
BUILDINGS WITHIN 60 FEET OF EACH OTHER
SHALL HAIT A COMMON RRE ALARM.SYSTEM
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• M N MUM OF 20 PERCENT WARE BFIEAKERS AND
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IN ALL MAN PANELS
kUL'FAC1UTES IN HIGH UNMNO RISK ARFM SHALL
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IN ALL MAIN PANELS
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PLAN FM OHMS
NOM' INT. SAM RN. ON SIDEWAU.S. (3) 180A STUDS 0 EACH STRAP DIAGONAL
MUST ID(7EKD TO TOP OF (SEE FLOOR PLANE FOR ACTUAL L=TON)
TOP Pt -Am
,I- Dw
F�D TITH V�02 M KID4) UN
HEAD W� w om w � & TV IN w naD.
W�Amm
MAT' S� —
MROC TYPE M MERT BOMD 'IR, "'ST'JUdam BDUTS
S TO SDE BOTTOM PLATE TO R-OOR
.=ATON %-
MROC FASTEN TO STEEL MST CONNECTION)
PER MFG. SPEC WIM 1.5" HILTI FASTENER INTO PERIMETER STEEL I BEAM
MFG. APPRO� FASTENER I I r
Cie -57-pa)
(Q) 0, bROUND ENTIRE PERIKTER
FLUOR MST SEE
PURNETER FRNIE MATERI& SCIIECUU�
A CROS S CTION 18 GA ROOF
RAFTMR
T
Typ 7"T,
A�
C�uo C
CK
K(R
RU
UN
(w6mo) IS GA RIM TRA N
M�& �UUL FASTENED WITH (2) WT
WT
S-12 SCREWS
V 0' 5/8 �Amm m*m
TOP AND BOTTOM .�w SIX
OF EACH RAFTI!R MT.
OR 1�- X116- WELD
0 OP
P
ED MT
3 518' 18GA. TRAM TOP Mt.
RUNNER FASTENED
"T. �m
ALT. TO WELD: TO RAFTER WITH (2)
(2) S-IM/4- S-12SCREWS FROM TOP N�ATWN
BUILDER SCREWS RUNNER INTO RAFT MT. �
'Ayr �w SIMPSON S/H-2.5 OR EQUAL HURRICANE CUP
FROM WAI-L STUD TO RAFTER Q24* O.C.,
INSTALUMPER MANUFACTURER S SPECIFICATIONS.
RZOAd SM W TYPICAJL SIDE WALES * ENO WALLS�
(,J
E WALL DETAIL
m mw.G. V�
OF 12
DEITA� SmT 1-1 88
mw� m(2)
UERN.
— — — — — — — — — — — — — — — — — — — — — —
MATCH LINE SECTION
1. UNLESS OMERWISE SPEORED, ALL STEEL MUST COMPLY
MATH AM �6. YIELD SMENQM =36 KSI
2. SEE FOUNDATON PLAN FOR PIER AND TE DOM STRAPPING
LOCATIONS. CRIENTATIONS, AND SPECIFICATIONS.
3. STEEL STUD AND ROOF MST MINIMUM YELD STRENGTH=MKS,
STEU. RUNNER MINIMUM YOUD STRENGM - M M.
FLOOR JOIST MINIMUM YIELD MENGTH - 50 KSI.
4. ALL FORMED STEEL SMALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFAC1URER'S VECIRCATON.
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CHECKED BY:Wjm
DATE:
c. ;,� . ..�R
1563 Twner StnT�
Ctearw&Ur FL 33756
SCALE: i/4"=To"
ISERLAL#
FLar?da P.F. I Icense#5025P
I
A/B wEr
C3DES.FACK-2001
FBC-2001 FMC-2001
SHEET:
NFPA-101, 2000 FPC-2001
NEC-2002
LABLES, HWC
OF 12 SHEE-rs
It
MIR-
SLOPE 1/4*-1 -0.
097-a-- PANS,
i7R-25 WSULATED PANEL
MAT. �m —
14MM DETAIL
LSEE
is Mw Fmro,tm6,L
NG MSER IWISN
MT. �DUUE
BOX �QR
MODULE
PLAN I'mWoNgroa
IN
SEE. PLAYS 19 GISDN1 MA
S W4
-
IS, .6 0,41
WOO(
k 3/4�00C TYPE TS E@NTNT BOARD
SEE INAT. SCNEDUUE.
VIROC FASTEN TO STEEL 1* Y�!
[MFG.
6OTDW n =4
PER LIM SPEC WITH
IS,
APPROVED FASTENER
PERNETER FRAME
WX,fCXUNAfiE SOLT
— e Dam
�F �`M VARIM WNH SLOPE OF
T
W OC MAT MADE
'PV,�- -�c
3/,V 4�ONQ
DO Ix 0
--------- --------------------
�MATQH LINE SECTION
2X4X 12 GA.. 24' LONG 2 2X1/4 MOLE
SPOT WELDED TO
'C' CHANNEL PC* CHANNEL
GLUE TO PANEL PER MFG. SPEC.
SECTION B-B
EPOM ROOF CO�ING WSTA--UED C�R LEEP PANEL
IS A CLASS A ROOF MAE. THAt HAS BEEN TEMD 94D PASSED UPUFT LOADS
OF SITE PER AWE 7-98; ANU REQUIRE AM INSPECTION WIWM
ONE � By THE ROOF MANUFACTURER
mr / allE GALV. PER UEEP MFG.
3 SEE AT. scNEOULE. RE T ROOM A
(147 r ROOF, As— SPECIFICATION
SEE WAS PLAN MR
05UNG DUU SPEOSCAMONS
GENERAL CROSS SECTION NOTES
1. MUM OMERMV. ALL S�L MUST CONN'tY
SUN ASTM ASS, ��10 STRENGTH .36 KB
2. SEE FOUNDANO" M,A;l MR MEL AND TE DOWN S�PXG
LOCADONS, ORVJIA�N$� AND SKaRSArONS.
3. S� STXD "mu WELD
STEE. RUNNER MINNOW YIEU) MONUM - M KS.
FLOOR AXST UNDUM �ELO SIRENGTH - SO M
,L ALL FORMED MEL WALL BE INSTALLED IN AOCOMWOE
WIN THE MANUFACTUREItS SI`EaFKMM
(4)#IOX2'TEK SCREWS AT 2
(2),IlaxnNTO STEEL STRIP
OF LEEP PAMIT �
6 Vim oud//
2'.4' LOS, Pc,O,
REM
TYP,
SEE DETA2. 2OF a
4'XB"24 CA MV.
STEEL ANGLE
rRRFM
FASTENED. WTH (3
#Bx518' S-12 SCREWS-\
FASTEN INTO EACH STUD
AND (4)#IN3-TEK SCREW$ ATZO.C.
(2)ffIO XYTEX SCREWS
INTO EACH STEEL STRIP
11 LIP PMIL
WALLME
MINES.
MDSID� SICNEDUlE.
\
r—
MUM FALSE
TRIM .024
PANEL. R-25
� RUNNER SEE
MT. SCHED,
1. INSUlAMON
I NAI. SCNED.
"AU. 4 ENDMU. �2
WALL DDERIOR nNiSN
N7ALLADM
SEE MT. SONED.
GEN. NOW 0
EXTERIOR WALL STRUCTLIAL BRACING -INSTALL STEEL
X- BRACING ON EACH SIDE WALL OF EACH MODULE
AND AS CLOSE AS POSSIBLE TO EACH BUILDING CORNER
NOM' WT. WALL Fill.
01,151DEWALLS. (3) 180A STUDS 0 EACH STRAP DIAGONAL
MUST IDITEND TO TOP OF
(SEE FLOOR PLANE FOR ACTUAL LOCA,TION)
TOP PLATE.
1,�- DENS GLASS
F� WJN 1--02 VY HEAD LOW PROTE
NEW) SCREWS v O.C. ON EDGE & IV Ot IN TNE E.O.
INSLKARM SEE
MUM FALSE TRIM .024
NAT 51HU> —\
FASTEN 70.4�Xr 24GA
AN
(BOTTOM PL (2)7#
N�TE TO FLOOR
PAl)2SC:EKET
.DON ME
CONNECTION AT Top
k:j AND (1) SCREW AT BOTTOM
al
FASTE NER INM PERIMETER MEL I BEAM
GO -57-PB)
MOUND MILE PERIMETER
r)Z"24 GA GALV.
STEEL ANGLE
AND
(3)#B.I*SI2 ...
=No sm
TRIM
A7TACHl.E.1
SCREWS AT ;
STEEL STRIP
WALLTO, ROOF ATTACHEMENT
FWj"
C,
S
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..........
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,E
FEC-2001 FMC-2001
NFPA-101, 2000 FPC-2601
NEC-2002
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STIL ANGLE WELD
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MIN. 311V WELD V V V
".3/16-
2" LONG
3
.6'H SIM1. HUB
CONNECTION.
N.T.S.
S
MEL COLUMN.
18GA. RAFTERS ME MATERIAL SCHEDULE 0 24' O.C.
I-2X6 IS GA. RIM MEMBER S90T WELDED 70 CLEM SPAN BEAM
Z � I I � SPOT WELD OR 2-TEX 12-14XI 1/4*HWH TE)( 2 IN
OF /2
EACH BAY BETWEEN RAFTERS AND I- IN EACH RAFTER INTO TOP FLANGE
OF BAR JOIST IYP.
RIM JOIST.
2-5/8' S12 LOW FRO11LE SCREW
INTO E4�H_�
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ROCR RNtSi SEE
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13 EQ. SPACES 0 18!-0" 13 EO. SPACES 0 IV-O" 3,-0*'
MAN By OTHERS SEE SEALED BEAM CALCULA TONS
ENCLOSED
NO WALL
m HARDT TFUM SEE
MAT. S�EO.
—EXT. WALL FINISH SEE
MAT. SCHEDULE
PERIMETER FRAME
X6"X17' STEEL PLATE
I-DED TO BEAM 6'-0` O.C.
LT 0 Sp-O'OC TYP.AT MATE
S11- COLUMN & HU :j
SEE DE17. 3/9..
I' BEAM
WALL FINISH SEE
SCHEDULE.
STEEL HUO & COLUMN
SSE DETAI� 3/9 —
Z-�. IPLAN DETAIL
IT I I Ile-I*�
SGEWALL
ROOF SHEATHING 70 BE FASTENED. TO B-DECK WIN
YBEAM SEE 3/16- FtUI WELDS PLATE TO OFFSET JOINTS 48'O.Q—
MAY. SCHOOL
#10-24-W WAFER READ TRAXX 03 SELF TAPPING SCREWS
0 6'O.C. ON EDGES AND IrO.C. IN FIELD
BEAM. HUB M PILATE. HUB.
To COLUMN
R
00F SHEATHING DETAIL
/16
3/16-
ST:EEL HUB
Williarn I McCann, RE
3/16
Consutting Engineer
1563 Turner Street
Clear water Ft. 33756
Pr . ...
STIL BEAM (... ..tedd ch.)
CDDES�FACBC-2001
FBC-2001 FMC-2001
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FILE
tj
I
4'X 30' Ramp System
42/34/23 VP RaMD Rail
5'-4" Landing
42 VP Guard Rail
F.I.F ELEV
2'-6" (2.50')
- , /,M/
44" X 10'-0"
5WxF4. RAMP SECTION
LANDING
- 4
5-41 ------
g. rn
5'-4"
ALL HARDWARE STAINLESS STEEL:
3/8 Bolts & Nuts
#14 X 1 " TEK SCREWS
#10 X 3/4" PAN HEADS
#10 X 1 " PAN HEADS
f3UILPIN& COPE GFITERIA
2010 FLORIDA BUILDIN6 CODE W/ 2012 SUPPLEMENTS
FLORIDA FIRE PREVENTION CODE 5TH EDITION
200q FPCOT BUILDIN6 rOPE
200q EPCOT ALGES51BILITY GODE
4'-D"X 10'-0"
RAMPSECTION
0?
PLAN VIEW
42/34/23 VP RAMP SYSTEM
ELEVATION VIEW
42/34123 VP RAMP SYSTEM
4'-O'X W-0"
END RAMP SECTION
RAMP DOWN (1:12 MAX)
ELEV-1
0'-0'-(0.0--)
11-6"
1. ALUMINUM RAhIP, LANDING AND STAIR SECTIONS SHALL BEA RIGID. FREE -SPAN DESIGN.
2. DESIGN OF THEALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE
ALUMINUMASSOCIATION SPECIFICATIONS AND GUIDEU` ES FORALUMNUM 0TRUcr)RES,
3. ALL ALUMINUM CONSTRUCTION USING 6000 SERIES ALUMINUM ALLOYS. S7RUCTURALMEMSERSTO
BE 6001-M 606�TS AND OOOS-75 ALUMINUM ALLOY.
4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED.
6 WELDING S14ALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING (GMA"
PROCESS BY EXPERIENCED OPERATORS
8. ALL FAST04ERS TO BE I&S (SERIES MM) STAINLESS STEEL UNLESSOTHERWISE NOTED.
7. LANDING, RAMP AND STAIR SECTIONS ARE TO BE ENGINEERED FOR AIM PSF LIVE LOAD
0. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12'� 12' AREA. STAIR TREADS SHALL BE DESIGNED
TO WTHSTAND A MINIMUM CONCENTRATED LOAD OF 3M LBS OVER A 4 SOMME INCH AREk
0. RAMP AND LANDING GUARDRAILS TO BE 42:NCH MINIMUM HEIGHT UNLESS OTHERWISE SPECIFIED IN
AND 30 INCH TWO1UNE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET RAMP RAILS AS WELL AS
CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR SYSTEMS NO MORE THAN M INCHES
ABOVE FINISHED GROUND LEVEL)
10. HANDRAILAMEMBLIES AND GLIARDRAILS SHALL BE DESIGNEDTO RESISTA LOAD OF 60 PLFAPPLIED
INANYDIRECTIONATTHETOPOFTHERAIL
11. HANDRAILASSEMELIESAND GUARDRAILS SHALL BE ABLE TO RESIST ASINGLE CONCENTRATED LOAD
OF 250LM� "PLIED IN MY DIRECTION AT ANYPOINTALONG THETOPOF THE RAIL THISLOADNEED
NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECEDING PARAGRAPH.
12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE
DESIGNED TO WTHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN AREA EQUAL TO I
SQUARE FOOT. INCLUDNG OPENING$ AND SPACE BETWEEN RAILS.
13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4 (FOUR) INCH SPHERE CANNOT PAM
THROUGH MY OPENING.
14. DECK SURFACE SHALL BE A SLIP RESISTANT. EXTRUDED ALUMINUM DECKING MTH ATRIPLE I -BEAM,
SELF -MATING DESIGN
16, ALL SURFACES MEMBERS AND THEIRWELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP
OR JAGGED EDGE&
16. ALL DESIGNS SHOMI HEREIN ARE SUBJECT TO CHMGE PENDING FIELD VERIFICATION OF EXISTING
M
THOMM5 L. MELTON 3
FLORIDA � M17M3
1074S.FLORIDAAVE. %
SUITE �'
LAKE�ND R-. 3MO3
SCALE: N.T.S
<D
L
�kc
6/25/13
S-1
[42/34/23 Ramp Rail
2 5/8" Solid Cap
3/4" X V16"
Sol Tube
2" X I " Rail Cn.
W1, Closure
2"
Sq Tube
2" X 2" X 11
0
0
I
A
0
Angle
0
0
0
0
A_
6
1 1/2" X 12" Self -Mating
Ramp Decking
2" X 5" X 1/8"
Rec.Tube
4
11.12" OD X 1118" Round Tube
3/16" X 2"
Flat Bar
34'1
23"
13/4" X 1/8"
Round Tube
1/4" X 6"
Rect. Bar
SECTION: ALUMINUM RAMP
42" TALL VERTICAL PICKET GUARDRAILS
I
0
0
a
0
0
0
DAM
6/25/13
SCALt: N.T.S
0 01
� PLATFORM LANDING
WaN
1511111 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
10 11
12tf
Ribbed & Knurled Decking
la,z�r,)y
SCALE: N.T.S
7 7 4—, rj-, ��
JOB Numask
S,3
REVISIUNS
PLATFORM LANDING
2 5/8" Solid Cap
3/4"X 1/16"
Sq Tube
42
I L C 0
2" X 1 Rail Ch.
L
1" X 12" Decking EL
,N11 ^losure 0
4-1 TBD
2" X 5" X V8"
Rec.Tube
0 C
2" X 118"
04-7116
Sq T ube
2 1/4" X 1 X 3" X 1181,
.0951, X 4" X 1/8"
2" X 2" X 1,18" 2 L --- Rec.Tube
Sq Tube Rec.Tube
Angle 2" X 11/8-1 -"-17
Sq Tube
13/4" X 1/8' 6125/13
Round Tube JOBNUMBEM
X 6"
SCALE:LN.T.S
0, Rect. Bar 0% A
2 5/8" Solid Cap
5RISER7 42/34/23 VP
REVISIONS
SO. Landing W/ 42 VP Railing
(35" Threshold Height)
3W' X 1116"
Sq Tube
cm
cz
I
01
42
c/)
1/20 DID X 1/8"
U-1
2" X V Rail Ch.
Round Tube
U)
W1 Closure
cK
LO
1211
x x 1,18'.
A
2" X 5" X 1/8"
Rec.Tube
N
Rec.Tube
7
0
5'SQ Landing
(OPT
2" X 1/8"
1/8" Riser Plate
Sq Tube
9
2" X F X 118-�
34'
Rec.Tube
c
0
13,14" X 1/8"
2311
*x
Round Tube
Stair Tread
48 3/4" Long
1/4" X 6"
Rect. Bar
c 1,
0
DAM
t6l
6/25/13
1211
12 It
JM NW�
-am—
.. ....
-r-T I
112"T
L I
SCALE': N.T.8
S,5�
Ribbed Knurle, DeCking - I-xdina Stair Tread
[l " X 12" Decking
NOTES.
ST Ta-1*11:115 AIPPLY.
la
UO2CATIN WASnAt, cg� m
� COMO R . MID rewl
M274
CLO94
LOSE
O.qSEI
ASTERN METAL
- - - - - - - - - - - - - - - - - - - - - - - E X P 0 9 E 13 S U P F A C E - - - - - - - - - - - - - - -
*"1510.250
REGMNS
A�: 1.570
perl tem 41BS
REr.
11437
13JF73 P-
(OX4 U.962 R.
-0954
Ana
EL040 R.
4sx-3
.=7
0.5m
C33
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0.752--1
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E�tirmldz X. VLOOB 2294
yl W300 P4.-
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rl E9,9211 T
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Yi 3.523
F�lmci�l �meNfv amd X-Y dirmatioNn mtIcut ce�t�tdl
It SUBS almIvoi ELMO 12LI31403
31 al.q2o aloNq re.1120 toom
TV.
DETAILA srALE
(;0 PLAEES2
ULTE
REF,
11.453
MOM
2LISS
Sim
,A
5ECTION A -A
KNUFZLING
1.1570 2( 1� myc —
FJOU I FULt- 1 9/=73/03
41,21S r� SOL133 sow. I' TS
D11MR-1A (W�
X
7 -7 1 777�
COO:>
N
C>-as
Cq
0
IL
0
C
0
C
C
RAMP
tn
m
URU.
DAM
6/25/13
JOB NUMBER
Ocb-L-L-
VY
SCALE: N.T.S
S-6�
11/2" X 12" Self -Mating Ramp Decking
NOTES;
SW-41233
I
EASTERN METAL
I
I. ALU6HHW �OMTIOK VANDAR0 T�S "MY.
UNLESS Nona OTHEmm
cm, HUMUR
CUMMER
am
19)
z Wm�ns �nm EMUSIONS to.
WARK (0.010 R. . 0.01c DEEP)
0 MO-28 (01)
- - - - - - - - - - -
- - - - - - - - - - - - r. X P 0 S E D S U R F A C E - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MELF
P.T.-REr.
12.250
DAiENWONS
PT
S. ��Lc ruru� O�4 AFTER KNURL
12.000
REF. Ar BASE ONLY
0.564c" 0.500
0.202
0.014 ALLOWABLE FLATNESS 0.084 AFTER KNURL
L
0.094 A
Ir-A- AM :A --A- :6Z A::,S D-N7 Al �--A-- -A- 6Z6===�-A- A -A-- I -A -
xi (X X1 rx x c
±0.0241 1 PEF.
1.500 1.406
0.015 R
,t3-
T
±0.016
0.342 L-0.102
RIF.
0.4t6
PJ.
0.594
P.T.
�O.GtA
0.085
0.094 R.
(IOXXI
0.047 R.
(10)
pj�
*0 * 016
0.375
(2)
P.T.
*0'070
(2)
C:-j
ASSEMBLY VIEW
(� TO SCALE)
0.094 R. 0.094 R.
0.062 R. �
005
'0: ' j &o.-15
W0.01-O'g- 0,221
DETAIL B SCALE 2X
0-062 R
(14x-)
P.T�
�0.01 6
0.375
(4)
ACTUAL SIZE
0.125
+0.020
-0.000
0.102
-0� REF.
J5111)
OZ75
I- I q.----4u'Ols I
n I 7IR
� 0.062 R.
*OMS (2X-)
0.125
REr
0.250
DETAIL C SCALE 2X
BREAK � coRmERS
U7j�' ���
2.505
2.766
3 3 50 O\ft"t'\ 3 38 0 30r
PACKING COD
0
r___k-_015 R-
VEWRIMON
I LETTER kh B ON Dcr�
FULL
0.1735
REF*
0 * 564
).094
f1l
"'ILEM
DETAIL SCALE 2X
(11 PLACES)
1 1/2- X 12-
SELF MALE DECK
".014
ME
��m
c
L
:3
0
vhC 0
DATE'
125/13
W _5
J02 NUM55M
k
SCALE: N.,T.S , -' 1=
Su71
11/2" X 14" Self -Mating Angled End Ramp Decking
ROTES�
�UMIRUV ASUlVA1100 %1MOX1,0 lOtUWlCES �Mr.
111ILMS NOICO OYH9,m,,
wv�xlcs v1FSlEW,. Wllu4toas 'a.
.AQx N.10 R- � 0-0.. waip)
A. A!lSUs.1l,rt Will, T11VO
lulll'.AVT� 1'!lv.lCAL
pwu�f.-. .06, wilaw" wz Coraj
�J XK%FP( NMErj
ASSEMBLY VIE
(NOT TO ��)
— — — — — — — — — — — E X P 0 S E 0 S U R F A C E
0 x.:
OS75
(,A)
0, *83---
. .... ...... ..
.
MV
O.rJG2 R_
(2)(9
� MO r,
lo.oi5
QETAIL- B
P.T. *0�0,15
- 14.000
(AT me "'m
. x 7
P.T_
ACTUAL SIZE
HOF.
DATE
5w
EASTERN METAL
Ole HUMfIER
0 12461-1 (02)]
51 /---ALLOWABLE FLATNESS 0.0a4 CONCAVE OR CONVEX
I : _ z � � - - w /��
x
_7=2
- - - - - - - - - - - - -
- - - REGION's - - - - - - - - - - - - -
Arooz
2.29.)
Perimeiar:
48,551
Bounding b;x:
X: -6-528 7.472
Y: -0.668 0�1327
Controld:
X: O�000
Y: 0.000
HGrnenm of inertia:
X: 0.371
Y: 37.993
ProduCt of inertia;
XY: -2.3M>
Rodil of gyration:
X: 0.402
Y: 4.070
Principal morriGnts
and X�Y dfrFlations about controld.
1: 0.227 along (0-998 -0.062]
J: 38.138 along (0.06Z 0
- :�gpl
-qETAiLASCALE 2X 2.293
(13 PLACES) 2.752
EST POARdt
48.531
MSJIMI.�
ouc�loff In
K-10 I -a
FACTOR
"J. -ro fo
14.3 FULL
C�
' - SOLID 6063
45' 0.250
RO 030
�45
P.r
0.290
RO.062
G.125
DETAIL C SCALE 2X
Pw4r
t 1/2- X l*-
ANGLED DECK
oz-2 5-1
SCALE: N.T.S
VISIONS
0
LL
4L
D
�8 NUMBER'
S-8-
2 5/8"
Solid
Cap
STANDARD COMMERCIAL TOLERANCES FOR EXTRUDED
PRODUCTS APPLY UNLESS SPECIFIED DTHERVISE
ffi�e er
Temp. Number
COO:>
Dusign Nunloe�
EXPOSED SURFACE
�2-625±-M4 TAN
R4. S M
RO-219
0.125 1.500
R0�875
TAN
0.438
OzaotMo
n2,0401.034
iD
RECESSED RO.012
CORY
0
2.190�
-4
Lhnspecir*d
Thickness,
±.010
.075
Break Ext. Corners
Radius or as Noted
L y
:3
0
---------
Port Number
b Name
HANDRAL
vhc 0
RevIslons 1�1 111le
TOP CAP
- -scale
= �O406
),
Way
Est Area ---Fnsh
0.558 In'
1:1
'Perkwter Date
5.289 1� 01-28-03
DAM
6125113
_t_
-
st. t/ t Est
Peri*ter Drawn
NUMBER
= OJ09
HU El Am
Dc, ��CE] Tc@d I
I Class C Size
0.670 Lbs
--r�-de&ze Ej
4iVhW��
HDT
Checked
0-vz5-1 f
I-W,
2.7 in By 01
SCALE:
fq.T'S
S-9�
r IA
12" Step
OWU"r-*L Can" IMUW= *MV %*XW VATM
0wQA FACU 413 OCO" A= Sol=
-- -- - - - - - - - - - - - - - - -
- L78 'Las
.094
AzId
t=4
L500
.375
.094 P. -/
-oeie F-
VQ HN WALK VAW*IC
— — — — — — — — — — EXPOSED — — — — — — — — — — — — — — — — — — — — — — — — — -
2M4
5DO
FULL. R.
W X .010 12EEP
I.D. MARKS
TYPA0
:,-We
re FXg Com.
r
im M-12MMENVION
EASTERN METAL SUPPLY. TNC.
WALL IHICKNESS -U21 UNLES$ SPECIFIED
-fl
111HOICAIES UPC CONTROLLED OlUENSIO
I I /E!' X I ?' STV? DECK FLUOR
RAFIL XFV- M. La IK k Cum
6063—TS 1 SOLID
WE
cc�j or DATE
&UXCR No. 4 1 L>3z 40. �w Pom: 1 7,3
Wt=R MCI 4t232 3C IL 5-1-00 E. K 9. FLA.
SCALE� N.T.S
KVISILImS
C771h
Eff,
6/25113
JOB NU"i,
slio-
a
FA 1, OR
0 1 1