HomeMy WebLinkAbout39616 Smith AveFire Marshal
Kerry Barnett
Zeph yrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041
Fax (813) 780-0044
E-mail: kbarnett((�.Ifire.zephyrhills.-fl.us
Plan Review #: 11 -004
Project: Revision — Roma Ventures Aircraft Hangar
Number of Pages: 8
January 11, 2011
I have received and reviewed the revised plans for the installation of an aircraft hangar
located on parcel "D" of the airport and need more information at this time. Please provide
the additional information requested below with a revision so that approval can be given for
this project. No fees have been assessed at this time and will be assessed once approval is
given.
1. There is no specific type or group for this hangar identified on the plans. Reference has been
made that this should be a Group III hangar per an email received by the City on November
16, 2010. The language concerning static grounding on page I of the plans refers to language
for a Group I or Group 11 hangar. Correct reference to Group III requirements for static
grounding (NFPA 409 — 8.5) should be made if this is a Group III hangar.
2. There is no diagram of the aircraft apron in front of the building, so there can be no
determination that the ground slope away from the building meets the required slope. The
apron is required to slope away from the level of the hangar floor at a grade of .5% or (1:200)
for the first 50 feet (NFPA 409 - 8.1.4). If a site plan or survey shows such, there should be
reference to that included in the plans or attached to the plans submitted so that this condition
is met ' &
3. On Page there are no notations stating the classification and/or type of piping for the
plumbing of the floor drain/water oil separator being used, a schematic of how the piping is to
be run, any hydraulic calculations, etc ... as stated in Section 5.11.2 of NFPA 409 (referenced
from 8.1.5. 1) must be included. The slope of the floor (should be .5% minimum) is not
identified on the plans.
4. Additional exits (personnel doors) are required to be installed every 150 linear feet on the
exterior walls (NFPA 409 — 8.8.1 & NFPA 101 — 42.6.1.2). Field location can be determined
to ensure there is no structural interference from supporting members of the building.
Reference to this field location of doors or actual locations need to be identified on the
submitted plans.
5. There is no reference to fire extinguisher placement within the building. Per NFPA 409 this is
classified as an extra (high) hazard. Extinguisher placement shall be every 50 feet with a
minimum rating of 4A-80B (NFPA 10). Fire extinguishers can be field located to insure
mounting on suitable structure (bracing, purlins or columns, not metal skin) capable of
supporting their weight. Signage should be provided to mark locations.
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6. Electrical services shall be installed in accordance to NFPA 70, Article 513 (513.1 through
513.16). This shall be noted on the plans. Building Official, who is the designated electrical
inspector for the City, will be inspecting the electrical work.
7. The plans do not reflect any insulation packages typical for large metal buildings such as this
one. As there are certain requirements concerning flammability issues for insulation none
shall be attached without further review from the City.
8. No heating, ventilation or A/C was shown in the plans, therefore shall not be installed without
additional review from the City.
Following submission of the requested information or revisions, plan approval will be made. We
await the information from you and should further information be needed by yourself please do
not hesitate to contact us.
***Please be advised this review of plans submitted is a cursory review to assist the contractor in
compliance with applicable fire safety codes. This review is not intended to be a final approval of the
submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance
with all applicable NFPA codes and local ordinances. In the event that further examination or site
inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole
expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure
to be in compliance with all applicable NFPA codes and local ordinances.
TX Result Report P 1
(11 /14/2011 10:36
Serial No. AOEDW11001430
TC: 7459
I Addressee
I Start Time
ITime
I Prints
I Resultj
Note
197829442
101-14 10:35
100:01:00
1002/002
1 OK
I
TV9: TI;Sdr Lp, POL: Pollin a a Settina. FME* Frsme Erase TX.
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RLY: Re a&. MB - C 2n*idential, BUL: Bulletin. SIP : SIP Fax. XPADR: IP Address Fax.
,-FAX: In rnst Fa
Result OK: Communication OK S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOYR:Receiving length Over, POYR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
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DATE
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PAGE 2
100'-0"
10/2/10
1/4 , I,
OUTSIDE EDGE OF SLAB
OUTSIDE EDGE OF SLAB
DESIGN SERVICES INC,
---------------------------------------------------------------------------------------------------
:�� ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-------- -------------
MOBILE/ OFFICE 352-20467-582-71
OUTSIDE EDGE STEEL FRAMES
2x4 WALL
OFFICE FAX 352-588-2342
S. HANLEY P 0 BOX 1-325 SAN ANTONIO
F
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FLA. 335-Tro
EMAIL: hanIsS06sembarqmall.com
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36" VANITY
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STEEL ROOF FRAME OF BUILDING
W,'UBMITTED PLAN(S) H B --iN jkj�j,&Cj EL�
BY ZEPHYRIULLS 0
Date: -T
Reviewer.
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STEEL WALL FRAME OF iBUILDING
STEEL WALL FRAME OF EBUILOING
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WATFR HEATM;�
2XIEP FRAMING AT
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WATER HEATER
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CEILING Iro" Or -
1/2" COX SHEATHING ON THE
EXTERIOR AND 1/2" DRYWALL ON
T14E INTERIOR.
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2x4 FRAME WALL& WIT14 STUI!* AT 19," OC
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BATA SIDE CROSS SECTION
BATH END CRO68 SECTION
MAIN FLOOR FLAN
CONTRACTOR:
G. L. STEVE CONSTRUCTION.-
ZEPHYRHILLS, FLORIDA
JOB NAME AND ADDRESS:
ROMA VENTURES 11, INC.
FIRIME STEEL BUILDINGS
PARCEL I'D" ZEPHYRHILS
CiTY AIRPORT
THERE 16 A CUSTOM BIFOLD DOOR THAT 18 BEING DESIGNED FOR
ZEPHYRHILLS, FLORIDA
THIS OPENING IN THE FRONT OF THE BUILDING. THERE 15 NO FLORIDA
APPOVAL NUMBER FOR THIS DOOR. ACCORDING TO CHAPTER 17
SECTION 1714.5.3.2 CUSTOM DOORS ( one of a kfnci) EXTERIOR DOOR
AIRPLANE HANGER -1500 SF
ASSEMBLIES SHALL BE TESTED BY AN APPOVED TESTING- LABORATORY
OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACVCES,
RAYNOR GARAGE DOOR
DAVID W. SMITH/ MS, FE,
THIS DOOR 15 BEING DESIGNED AT THIS TIME AND THIS INFORMATION
WILL BE FURNISHED WITH THE DOOR WHEN IT 15 DELIVERED TO THE JOfBSJTE,
FLORIDA APPOVAL #13184J
THE CONTRACTOR WILL HAVE COPIES FOR THE BUILDING DEPARTMENT.
DURA-COIL TROLLING- SERVICE DOOR
FLORIDA LIC;.* 53608
DESIGN PRESSURS OF 22+/27-
------------ -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
OUTSIDE EDGE STEEL FRAMES
-- ---------
--------------------------------------
-------
352-521-08(25 OFFICE 352-521-0861 FAX_
S90S WALLASTON DRIVE DADE CITY FLA. 33525
OUTSIDE EDGE OF SLAB
OUTSIDE EDGE OF SLAB
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
100'-0"
AND THE 200S SUPPLEMENTS WITH ALL REVISIONS
�ol
AND UPDATES TO FBC-07.
DAVID W. SMITH MS. FE. * 53roC&
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DATE :
SCALE:
11
PAGE 3
10/ 2 10
1/4 = 11-011
OUTSIDE
EDGE
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OUTSIDE EDGE STEEL FRAMES
------------------- --- -------------
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2x4 WALL
PERIMETER FLOURESCENT
PERIMETER FLOURESCENT PERIMETER FLOURESCENT
PERIMETER FLOURESCENT PERIMETER FLOURESCEN1
PERIMETER FLOURESCENT
LIGHT &'-0" AFF
110 OUTLET
LIGHT g'-O" AFF LIGHT &'-0" AFr-
110 OUTLET 110 OUTLET
LIGHT &'-0" AFF LIGHT &'-0" AFF
110 OUTLET
LIGHT &'-0" AFF
110 OUTLET
DESIGN SERVICES INC,
MOIBILE OFFICE 352-20ro-5821
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-FICE FAX 352-588-2342
O`f-
5. HANLEY P 0 IBOX 1325 SAN ANTONIO
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FLA. 335*16
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EMAIL: hanteSOromembarqmail.com
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OFF CEILING ( OR SOMETHING COMPARAiBLE)
WALL FLUORESCENT LIGHTS AROUND THE
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FOR COMPRESSOR
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110 OUTLET
JOIB NAME AND ADDRESS.
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ALL THE SWITCHES FOR THE FLOURESCENT
ROMA VENTURES 11J. INC.
CEILING LIGHTS AND PERIMETER LIGHTS
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WILL eE LOCATED IBETWEEN u- rz
PRIME STEEL BUILDINGS
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PARCEL "D" ZEFHyf;RHILS
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CITY AIRPORT
LED EXIT SIGN WITH
ZEPHYRHILLS, FLORIDA
EMERGENCY LIGHTING AND
A c3O MIN. fBACKUP BATTERY
INTERIOR WALL MOUNTED LIGHT
200 AMP SERVICE
AIRPLANE HANGER 1500 SF
0'-Ott AfBOVE THE SLAI5
-idxW OVERHEAD r->oof;R
Iro'xlro' OVERHEAD DOOR
WITH 60 AMP OPENER
OPENER TO IBE LIFTMASTER T-15-11
DAVID W. SMITH, MS. FE,
(VERIFY WITH MANUFACTURER)
OUTSIDE EDGE STEEL FRAMES
L
EXIT
115 VOLTS, SINGLE PHASE, 3/4 HP
------------ -------------------------------------
-------------------------------------------------------------------------------------------------------------
----------------------------------------------
-------- ----------------------------- ------- -
FLORIDA LIC-* 53608
352-5,21-0065 OFFICE 352-521-0&rol FAX,
OUTSIDE EDGE OF SL
OUTSIDE EDGE OF SLAa
c
Jc3Oc3 WALLASTON DRIVE DADE CITY FLA. 33525
EXTERIOR
WALL MOUNTED LIGHTS ON EACH
EXTERIOR WALL MOUNTED LIGHTS
ON EACH
SIDE
OF THE -10'-0" elFOLD DOOR
siDE OF THE -tO'-O" IBIFOLD DOOR
I HERESY CERTIFY THAT I HAVE REVIEWED THIS
10'-0" AIBOVE THE SLAIB
10'-0" AeOVE THE SLAE3,
PLAN AND FOUND IT TO f5E IN COMPLIANCE WITH
ASCE--I, THE FLORIDA 1BUILDING CODE 200'1 EDITION
AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01.
DAVID W. SMITH MS. PE. # 53roC&
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Guide L-d
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se
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Guide
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IN. Length
I
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fladelt
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steel
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Guide L..d
Lb.JFL
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24.3D
1. a. 4�
i.9 �i...2.75
WA
WA
IT
15'
17'
0
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12'
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16
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2.937
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Width
mat'diam
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12
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WA
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Guide L�d
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4000 PSI Lb.JFL
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3 Hir� 114d 11.d� #S Zllag 1 16 42 Bill. 6S.
d 6.. -9k --- --
Fx
Notes:
I -Budding
forces of Tx` and Try- shom In. Chad
2.FxandFyare huri7onted and �dical CoutPorunts Of the fesclJOR
_suiting from windloads oil the rolling steel door. 7 1. existing Sir
shall be capable of fesisting Fx and Fy I�s sh-n.
" Welding Detail "
TYP,
* Angle Thickness
Notes: DuraColl -Optima (Flat Slat 18 Ga,)
D.R. Design Reference -0
Z
KIA Not Applicable tipe'dilt = t--
a 134,
Sit"
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2. Ps"I
altzCI�D CHAO ABELL
tK, 2D
011 W P-1 928
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1 1. 1 ITT
d:o: !:, let i, DESIGN SERVICES INC.
MOfBILE/ OFFICE 352-20ro-5821
OFFICE FAX 3F72-580-2342
R. 8, HANLEY F 0 fBOX 1-325 SAN ANTONIO
FLA, 335"Iro
F- _777-1
EMAIL: Han 1sqOro,8embarqma1 1. com
6 p -/W- /m 17
61�r
DATE
SCALE:
11
PAGE I
I IS 11
1/4 = I,-OI1l
OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAe
A -
MONO FOOTEIR "REAP," MONO FOOTEIR REAR"
I
DESIGN SERVICES INC,
------------------------------------------------------------------------------------------------------------------- ---------------------------- --
I -z
-------------------------------------------------------------------------------------------------------- ------- ---------------------------------------------------------
---------- ------------------------------------- ----------------------------------------------------------- t -----------
MOBILE/ OFFICE 352-20ro-5021
t
OFFICE FAX 352-508-2342
THE RESTROOM 18 LOCATED IN
EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING
f 8. HANLEY P 0 BOX 1-325 SAN ANTONIO
F
IF THERE 15 ENOUGH DROP FOR
FLA, 335-Iro
FADS FOR FRAME LINE #1 A GRAVITY DRAIN. IF NOT MOVE
EMAIL: han1eqO&,membarqmaT1.com
u-
=::
4 1 1 *5 REBARS 10" OC IT TO THE FRONT CORNER SAME
= ( C-HAFTER, 4 SECTION 412
Lu
:
w BOTH DIRECTIONS SIDE,
Lu
01
%3
0
1-- GRADE -- — - — - — - — - — - -
01 1 '2,23
4 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED 0 q
11: 1 4
(P
Lu
1
LL W
0 TO PREVENT WATER OF, FUEL FROM REMAINING ON THE FLOOR %.14 LU
0
OUTSIDE EDGE OF SLAf5
ju
FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR 1 10
tu
TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. LL
0
- 1
0
:3
13
z
tu
tu
d)
- 2x4 WALL
FADS FOR FRAME LINE5
4
*2 and 03
x
tu
C
-0
CONTROL JOINTS LOCATIONS ARE TO BE EDGE OF STEEL BUILDING
x
tu
tu
------------ DETERMINED BY THE MASONRY CONTRACTOR. ------------------
cl
6'-0
#5
or
cz MOTH DIRFCTIONS
36 VANITY
GRADE
r
MONOLITHIC 5LAe
4" 3000 P51 MONOLITHIC, CONCRETE SLAB THE SLAe WILL SLOPE FROM THIS LINE
2xro WALL��
OVER CLEAN, TREATED AND COMPACTED SOIL. AT A MIN OF 5% ( 1:200) TO THE CENTER
%
3'-4!/2 21-011
THE SOIL WILL BE TREATED FOR TERMITES OF THE AREA AS DETERMINED BY THE DRAIN.
AS PER THE DETAIL PAGE OF THIS PLAN.
ro" x ro" 10/10 WIRE MESH OVER roMIL. VISQUEEN FAD BETWEEN FRONT DOORB I
RESTROOM PLAN
PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR PADS FOR
FRAME LINES FRAME LINES
REINFORCING THE SLAB. THIS FOUNDATION WAS EDGE OF STEEL BUILDING
02 and #3 DESIGNED WITH A 2000 P5F SOIL BEARING CAPACITY, #2 and #3
------------------
#5 REaARS 8" Or-
GROUP HANGAR
SOTH DIRECTIONS
GRADE - — - — - — - -
NFPA 40c3
L
4
0A GROUNDING FACILITIES FOR STATIC; ELECTRICITY
tL
()
VI: 41011
0 1 - 4LL WOU
0
5,11 GROUNDING FACII-TIE5 SHALL f5E PROVIDED FOR REMOVAL AND
Ul
%5
11- SIMLL CoMpL
? AILI
REV NG CODES
13: SEPERATOR Y W7TIIALL
LL
CONTRIL OF STATIC ELECTRICAL ACCUMULATIONS ON AIRCRAFT WHILE
AIRCRAFT ARE STORED OR ARE UNDERGOING SERVICING IN A HANGAR.
FL
�00E, NATION OJUDA
D
W
F- BUILftG
DRAIN CTry0FZEp11 ALELECIWIl
Lu
d)
m
8.1.2 FLOOR -GROUNDING RECEPTACLES SHALL BE PROVIDED AND SHALL
Lu
ftI6� 61 CODE A A FD
D
t-
eF- EITHER GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OIR
ZK[C
ELECTRICALLY BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE
MONO FOOTER "REAR"
ta
Lu
SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING OR
DRIVEN ELECTRODES, WHERE DRIVEN ELECTRODES ARE USED THEY SHALL
,:3
CONSIST OF 5/0" DIAMETER OR LARGER METAL RODS DRIVEN AT I -FAST
V/SWO
5 FT INTO THE GROUND. FLOOR GROUNDING RECEPTACLES SHALL
f5E DESIGNED TO MINIMIZE THE TRIPPING HAZARD.
EDGE OF STEEL BUILDING
C/ A7j
'p'tAft
5,13 GROUNDING WIRE SAALL f5E BARE AND OF A GAUGE THAT WILL
15F SATISFACTORILY DURABLE TO WITHSTAND MECHANICAL STRAINS
------------
AND USAGE.
-----------------
UNDERGROUND PIPING AND COMPONTENTS USED IN DRAINAGE ro'-O
SYSTEMS SHALL BE NONCOMBUSTIBLE AND INERT TO FUEL. GRADE
(E,G, STEEL, DUCTILE, IRON OR CONCRETE)
SUCH SYSTEMS SHALL BE DESIGNED WITH SUITABLE TRAPS
2 -4
OR BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT 7�t
HAIR -FIN
VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND
05
FOUNDATION FLAN
RE-eAR x 40' TO WRAP
SYSTEM. SEE PAGE & FOR MORE DRAIN INFORMATION.
BEHIND THE ANCHOR BOLTS
CONTRACTOR,
(TYPICAL AT 4 LOCATIONS AS NOTED)
MONO FOOTER "AFRON"
I
ALL FOOTER AND PA 5 11-0 11 r,
G. L. 5TEVE CONSTRUCTION
PADS FOR AIRE TO BE 24" DEEP, APRON EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS PADS FOR
FRAME LINES PbMb*1i"h$dftw4sw0f FOR THE ANCHOR BOLT LAYOUT. FRAME LINES
02 03 ""mi0wib4wft=ft P' #2 and *3
ZEPHYRHILL6. FLORIDA
and 0r7=VWWvdh m 't
1111IN& I I
---T-T -------- ---- wow* INV"* obt 7* 110*k*4dWDE = �; N - — - — - — - — - — --
&EWA ASPHIAL I
tabs vww4ov*,. N
JOB NAME AND ADDRESS:
�c
KxMrM'E* PLAW) NAVE ]WEN RSVEWED '01b". ft Is ft
H"S01WE
-WAAL
ROMA VENTURES 11, INC,
-------- low
sk i"104ft- or
7t
PRIME STEEL BUILDINGS
,.Nw
'Note 24'-0 34E.P-L uj
c'n
tu
PARCEL I'D" ZEFHYRHILS
tL
CUT THE CONCRETE 50 THE CUTS ARE
"All
-13
CITY AIRPORT
(3
wly
SYMETRICAL TO THE BIFOLD OPENING W0d"j"bWpAC0ftxW MONO FOOTER ANCHOR BOLTS I--
ZEPHYRHILLS, FLORIDA
-1
uj
W: 0
LL
EDGE OF STEEL BUILDING
Lu -1
a —m
.3"
AIRPLANE HANGAR 1500 -sF
Lu
I" DIAMETER x 24" 21" FMI!NEDDED
IL
T, L. HANSON
�3
GRADE
13 3" F-XPOSED
3/4"DIAMETER x 18" 15" EMf5EDDED
ADD
4 ASSOCIATE
-6 ING,
:V-011 A 12" APRON ON THE FRONT 50 THE BIFOLD DOOR PAD B TWEEN
Nr
CLOSES ON THE CONCRETE AND NOT OF THE SEAM OR CUT, -1 11
1'-0 FRONT
CONSULTING ENGINNE
-ER6
_�75
ENGINEERING eUSSINESS NO. EBEa3O
PADS FOR PADS FOR
Po5t Offics f3ox 1-t2&
FRAME LINE #1 F ------------------------------------------------------------------------ ------------------- -------- ----------------------------------------------------------------------------------------- F ---------------------------------------- FRAME LINE #1
I-
1 'F ----------------------------------------
--------------------------------------------------------------------------------------------------
Nt
Dade Cit�, Florida 3352ro
(352) 521-5545 Thomas L. Hanson, PF 35654
11
MONO FOOTER "AFRON
Nil
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAIB
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
Iro, SECTION 16013 OF THE FLORIDA BUILDING CODE FOR THE
e'-O (o4'-4 4 1-0 11 If 11
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
100 1-0 11 1
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
RESIDENTIAL AND ALL 200c3 SUPPLEMENTS.
TWF CLIENT UNDERSTAND5 THAT THE DESIGNER CARRIES NO LIA151LITY INSURANCE AND THEREFORE AGREES TO 14OLD "ARMLE56
T.L. HANSON P.E. LICENSE NO. 3a&54
IDEt-tNIFY, AND DEFEND DE51GNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) AFR151NG OUT OF OR
RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS
BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT EF LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
P�0, BOX 1128, DADE CITY, FLA, 3352ro
r070"W4100%
DATE
ILA
r-
F
I
u-
Lu
Lu
OUTSIDE EDGE OF SLAB
OUTSIDE EDGE OF -51-Ae
------------------------------------------------------------------------
------------------------ =�� ------------------------------------------------------------------------------------------------------------------------
------------------------------------------------
0
--------
-------- ----
2x4 WALL
OUTSIDE EDGE STEEL FRAMES
FIRE EXTINGUISHER
FIRE EXTINGUISHER
-4
25'-0" 50,-0"
1 C3, -1!/2
RF-5TIROOm
CORE
DOOR
THE INTERIOR AND EXTERIOR OF THE
36" VANITY
RESTROOM WILL BE COVERED
WITA
1/2" DRYWALL.
Q
PERSONNEL 0OORS (MAN DOORS)
FIRE EXTINGUISHER NOTES:
PERSONNEL DOORS ARE REQUIRED TO BE INSTALLED EVERY 150 LINEAR FEET
FER NFPA 40'B THIS 15 HANGER CLASSIFIED AS AN EXTRA 2xro
WALL----�
ON THE EXTERIOR WALLS (NFf=)A40c3 - 8,5,1 AND NFPA 101 - 416.1.2). FIELD
(HIGH) HAZARD.' EXTINGUISHER PLACEMENT SHALL BE EVERY
3 1 -4V21'
LOCATION CAN BE DETERMINED TO ENSURE THERE 15 NO INTERFERENCE
50'-0" WITH A MIN RATING OF 4A-50B (NFf=>A 101THE FIRE
e21-611
FROM SUPPORTING MEMBVERS OF THE BUILDING. THE DOORS ARE LOCATED
EXTINGUISHERS CAN BE FIELD LOCATED TO INSURE MOUNTING
ON THE PLAN BUT MAY NEED TO BE ADJUSTED IN THE FIELD.
ON SUITABLE( BRACING, PURLINS OR COLUMNS, NOT METAL SKIN)
CAPABLE OF SUPPORTING THEIR WEIGHT. SIGNAGE SHOULD BE
FIRE
.10 ....
N
PROVIDED TO MARK LOCATIONS.
FIRE EXTINGUISHER
%�,
0:
EXTINGUISHER
--------------------------------------------
tu
-------------------------------------------------------
TL
-4
STEEL ROOF FRAME OF BUILDING
u-
tu
Lu
Lu
tu
ui
tu
Lu
STEEL WALL FRAME OF BUILDING
STEEL WALL FRAME OF BUILDING
Lu
WATER HEATFIR
2X6 CEILING FRAMING AT 16" Or
WATERWEATER
-
WITH In" COX SHEATHING ON THE
EXTERIOR AND 1/2" DRYWALL ON
THE INTERIOR.
COVER THE EXTERIOR AND INTERIOR
OF THE MATH WITH 1/2" DRYWALL
0
DSL 2x4 TOP PLATES
2x4 FRAME WALLS WIT" STUDS AT Ir." Or -
LAUNDRY
WIT44 1/2" EXTERIOR, SIDING AND 1/2" DRYWAILI
SINK TUM
ON T14E INTERIOR.
TOILET
SINGLE PT BOTTOM PLATES
2 -01, L 11
3-41/2
RESTROOM 51DE CROSS SECTION RESTROOM END CROSS SECTION
THIS BUILDING 15 NOT AIR CONDITIONED
OR HEATED
AND NONE SHALL BE INSTALLED WITHOUT ADDITIONAL
REVIEW FROM THE CITY BUILDING DEPARTMENT.
THERE 15 A CUSTOM BIFOLD DOOR THAT 16 BEING DESIGNED FOR
THIS OPENING IN THE FRONT OF THE BUILDING. THERE 15 NO FLORIDA
APPOVAL NUMBER FOR THIS DOOfR- ACCORDING TO CHAPTER 1-1
RAYNOR GARAGE DOOR
SECTION I-T14.5.3.2 CUSTOM DOORS ( one of a kind) EXTERIOR DOOR
FLORIDA APPOVAL #S184.1
FIRE
ASSEMBLIES SHALL BE TESTED BY AN APPOVED TESTING LABORATORY
DURA-COIL ROLLING SERVICE DOOR
FIRE
EXTINGUISHER
OIR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
DESIGN PRESSURES OF 22+/21-
EXTINGUISHERR
PRACTICES,
DESIGN
THIS DOOR 15 BEING DESIGNED AT TH16 TIME AND THIS INFORMATION
DESIGN
1
PRESSURE
WILL BE FURNISHED WITH THE DOOR WHEN IT 16 DELIVERED TO THE JOBSITE,
PRESSURE'
25+/21-
xs�
THE CONTRACTOR WILL HAVE COPIES FOR THE BUILDING DEPARTMENT.
FIRE EXTINGUISHER
25+/21-
E�
OUTSIDE EDGE STEEL FRAMES
--------
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
---------
--- -------------------
--------------------
OUTSIDE EDGE OF SLAB
-70,-o"
MIRM72
OUTSIDE EDGE OF SLAIB
5t-OII I- Iro'-&'
41-011
a 11 +/-
w
SCALE.-
1/4 11 = V-Oil
R. 8. HANLEY
PAGE 2
DESIGN SERVICES INC-
MOBILE/ OFFICE 352-20ro-5821
OFFICE FAX 352-588-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 3351ro
EMAIL: hanlegOromemloarqviall.com
CHAFTER 4 SECTION 412.2
AIRPLANE HANGARS
412.2.1 EXTERIOR WALLS. EXTERIOR WALL LOCATED LESS THAN
30 FEET FROM PROPERTY LINES, LOT LINES OR PUBLIC WAY
SHALL HAVE A F IRE-RESI STANCE RATING NOT LESS THAN
2 HOURS,
412,23 FLOOR SURFACES. FLOORS SHALL BE GRADED AND
DRAINED TO PRVENT WATER OR FUEL FROM REMAINING ON
THE FLOOR, FLOOR DRAINS SHALL DISCHARGE THROUGH AN
OIL SEPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED
SUMP,
GROUP ILI HANGAR
NFRA -4tol:�
5,1 GROUNDING FACILITIES FOR STATIC: ELECTRICITY
8.1.1 GROUNDING FACILTIES SHALL BE PROVIDED FOR
REMOVAL AND CONTRIL OF STATIC, ELECTRICAL
ACCUMULATIONS ON AIRCRAFT WHILE AIRCRAFT AIRE
STORED OR ARE UNDERGOING SERVICING IN A HANGAR.
8,12 FLOOR -GROUNDING RECEPTACL-F-5 SHALL BE
-D AND SHALL BE EITHER GROUNDED THROUGH
PROVIDE
INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY
F BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE
SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING
OR DRIVEN ELECTRODES. WHERE DRIVEN ELECTRODES
AIRE USED THEY SHALL CONSIST OF 5/8" DIAMETER OR
LARGER METAL RODS DRIVEN AT LEAST 5 FT INTO THE
GROUND, FLOOR GROUNDING RECEPTACLES SHALL BE
DESIGNEI-D TO MINIMIZE THE TRIPPING HAZARD,
8,13 GROUNDING WIRE SHAI-L BE BARE AND OF A GAUGE
THAT WILL BE SATISFACTORILY DURABLE TO WITH STAND
MECHANICAL STRAINS AND USAGE.
MAIN FLOOR PLAN
CONTRACTOR,
G. L. STEVE CONSTRUCTION
ZEFHYf;RHILLS, FLORIDA
JOB NAME AND ADDRESS'.
ROMA VENTURES 11, INC,
PRIME STEEL 5UILDINGS
PARCEL I'D" ZEPHYRHILS
CITY AIRPORT
ZEPHYRHILL5, FLORIDA
AIRPLANE HANGAR 1500 SF
T, L. HANSON
4 ASSOCIATES INC.
CONSULTING ENGINNEERS
ENGINEERING eUSSINESS NO, Ee5a3O
Post Off Ice Box 1125
Dade Cltq, Florida 3352ro
(352) 521-5848 Thomas L. Hanson, FE 3&1.,54
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
Iro, SECTION 160S OF THE FLORIDA BUILDING GODE FOR THE
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
RESIDENTIAL AND ALL 200'3 SUPPLEMENTS.
T,L. 14ANSON P.E. LICENSE NO. 30654
P.0, BOX 112&, DADE CITY, FLA. 33526
DATE
SCALE:
11
PAGE
1/4 V-oil
.3
OUTSIDE
EDGE
OF SLAB OUTSIDE EDGE OF SLAe
----------
OUTSIDE EDGE STEEL FRAMES
----------------
q- — - —
PERIMETER FLOURESCENT
LIGHT AFF
---
L ------------ r --------- ---------------
I (P -------- i -----------
- — - — - — - (P z
PERIM ER FLOUREA, PERIMET FLOURESGENT
74T
--------------- ---------- 7-
PERIMETER FLOURESCENT PERIMETER"FrOuRit
--------------- ---- 7- " i
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PERIMETW FLOURESCENT
--- ---------
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1 2X4 WALL
11
DESIGN SERVICES INC,
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110 OUTLET
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110 OUTLET
011 AFF
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MOBILE/ OFFICE 352-206-5821
x
OFFICE FAX 352-588-2342
R, 5. HANLEY P 0 BOX 1325 SAN ANTONIO
WALL MOUNTED LIGHTS N INTERIOR
0
FLA, 33516
SIDE OF THE DOOR
EMAIL: hanle�Obaembarqmafl.ccm
40 GAL ELEC; WATER HEATER
ABOVE THE RESTROOM
), I
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d 3
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1+ (2) (100) (11351)
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SC = 5,512 A/C;,w MAIN
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PERIMETER OF THE BUILDING, 0'-0" AFF
USE 10,000 A/C EQUIPTMENT)
RECEPTACLE
RECEPTACLE
WITH PREMADE ALUMINUM OR STAINLESS
00
M rz
11
DEFLECTORS ON ONE SIDE TO REFLECT
fy
w
LOAD C;ALCS, W
I I�P OUTLET
THE LIG14T FROM THE TOP DOWN.
LIGHTING - 1500 SV 00.5 3150
Ul
RECEPTACLES 12,9180 21roO
COMPRESSOR 2HP 2880
110 OPTLET
iidu)
WATER HEATER 2500
DOOR 10,080
21,310
OR Oe AMP -0/240V 10
NO OUTLETS BELOW 15 FROtl
LITHONIA SHIELDED 2NAX4 FIXTURES
SLA15- HAZARD ZONE.
OFF CEILING ( OR SOMETHING COMPARABLE)
Itu
U4
Jul NO FLOOR PLUGS
THREE ROWS, 4 LIGHTS PER ROW
LIGHTS SUSPENDED 16' AFF
Rul
200A Mf3 PANEL
1201240V 10
uf-
a
+_
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200A METER
0
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STATIC GROUND RECEPTACLES
I IL
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ELECTRICAL NOTE:-
tu
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MODEL ro&OA WITH aSIA EXTENSION RODS
THE ELECTRICAL SERVICE SHALL
W_
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RECEPTACLES TO BE FLUSH IN FLOOR
ISE INSTALLED IN ACCORDANCE
TRANSFORMER 3/0
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0
ELECTRICAL RISER DIAGRAM
OUTLET
NTS
EXTEND A *4 BARE
COPPER WIRE
N,
ELECTRICAL FLAN
TO THE HAIR -PIN,
CONTRACTOR:
220 OUTLE�
FOP, COMPREJ-50R,
G, L. STEVE CONSTRUCTION
Ll
110 Ou TLET
:19.
ZEFHYIRHILLS, FLORIDA
-,::,
STATIC GROUND
#4 BARE COPPER TO FORM A CONTINUOUS GROUND RING
200 AMP SER\4C:E
EXTEND A *4 BARE coppeR WIRE TO THE
ELECTRICAL SERVICE GROUND ELEC:TRODE
JOB NAME AND ADDRESS:
IREC:Ef::>TAC:LE
:Qr- 110 OUTLET
ROMA VENTURES 11 INC.
FIRIME STEEL BUILDINGS
I L
PARCEL "C)" ZEPHYRHILS
GITY AIRPORT
u- (Z
ZEPHYRHILLS, FLORIDA
U&I
lo,
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AIRPLANE HANGAR 1500 SF
OL
LED EXIT SIGN WITH
LED EXIT SIGN WITH
T. L,HAN60N
EMERGENCY LIGHTING AND
EMERGENCY LIGHTING
AND
4 ASSOCIATES INC.
A SO MIN. BACKUP BATTERY
p I
:0EXIT SIGN
INTERIOR WALL MOUNTE LIGHT
&'-0" ABOVE THE SLA15
A SO MIN. BACKUP iBATTERY
CONSULTING ENGINNEERS
:
- — - — - — - — - — - — - — - — -
-70'x1b'OVERHEAD DOOR
Iro'xib' OVERHEAD DOOR
EXIT SIGN
0,
ENGINEERING BUSSINESS NO. EB5830
WITH roO AMP OPENER
OPENER TO BE LIFTMASTER T -15-11
Post OffIce Box I -126
-------- -- ---------------------------------
(VERIFY WITH MANUFACTURER)
--------------------------------------------------------------------------------------------------------------
UTSIDE EDGE
-----------------------------------
115 VOLTS, SINGLE PHASE, 3/4
----------------------------------------
HP
Dade cfts, Florida 33520
(352) 521-5845 Thomas L, 44an5on, PF 3,5j&54
4—
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
OUTSIDE EDGE OF SLAB
OUTSIDE EDGE OF SLAB
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
Iro, SECTION I&OS OF THE FLORIDA BUILDING CODE FOR THE
EXTERIOR
WALL MOUNTED LIGHTS ON EACH
EXTERIOR WALL MOUNTED LIGHTS
ON EACH
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
SIDE
OF THE '10'-0" eIFOLD DOOR
SIDE OF THE Id-O" BIFOLD DOOR
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
Id-O" ABOVE THE 5LAe
Id-C)" ABOVE THE SLAB
RESIDENTIAL AND ALL 200c3 SUPPLEMENTS.
T.L. HANSON P.E. LICENSE NO. 38654
P.O. BOX 1-72a, DADE CITY, FLA. 3352ro
cy"
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DESIGN SERVICES INC.
MOeILE/ OFFICE 352-20ro-BaTT
OFFICE FAX 352-5a,5-2342
R. S. HANLEY F 0 50X 1325 SAN ANTONIO
FLA, 335-Tro
EMAIL: Han le�Obimambarqma i I.com
STATIC C-R-OUNDING RECEPTACLE$
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AND EXTEN$10N ROD-S
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THE SYSTEM fREaUIfRE6 (4) MODEL 600A STATIC RING REGEFTA(�-LESW
WITH 0914 EXTEN51ON RODS AND A CONTINUOUS 414 REBAR 5ETWEEN
THE RECEPTACLES.
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DATE ; NO FAGE 5
1 / 113 /111 SCALE
DESIGN SERVICES ING,
MOBILE/ OFFICE 352-206-5027
OFFICE FAX 352-508-2342
R. 5. HANLEY F=' 0 BOX 1325 6AN ANTONIO
FLA, 3351ro
FMAL.
STATIC GROUNDING
CONTRACTOR,
G, L. STEVE CONSTRUCTION
ZEf='H"rfRHILL5. FLORIDA
JOiB NAME AND ADDRESS-
ROMA VENTURES 11, INC,
FRIME STEEL BUILDINGS
PARCEL "D" ZEPH'T-fRHILS
CIT"r AIRPORT
ZEf='HYfRHILLS, FLORIDA
AIRPLANE HANGAR
1500 15F
T. L. HANSON
4 ASSOCIATES ING.
CONSULTING ENGINNEERS
ENGINEERING eUSSINESS NO, EIB5830
Post office iBox 1125
Dade GTtS, Florida 33529,
(352) 521-5848 Thomas L. Hanson, FE 30654
A
14EIREBT' CERTIFY T�4,4T I HAVE REVIEWED THE '"TTAC�4E:)
DESIG-NS AND FOUND IT TO iBf=- IN GOt-IFLIANCE WITH CHAFITER
Iro, SECTION 160e OF THE FLORIDA fBUILDING CODE FOR THE
120 MPH ( 3 SECOND GU6T) WIND ZONE - 100 MPH FASTEST
SPEED AND THE ENTIRE 2007 FLORIDA allIL-IDING CODE,
RESIDENTIAL AND ALL- 20013 SUPPLEMENTS.
T,L, HANSON F.E. LICENSE NO. 38654
f=,O, BOX 1720, DA"01F CIT�', FLA. 3352(o
DATE :
SCALE:
/ 11
1/4
FDAGE
OUTSIDE EDGE OF SLA15 OUTSIDE EDGE OF SLAB
IN
IN
DESIGN SERVICES INC,
MOIBILE/ OFFICE 352-20ro-552-1
OFFICE FAX 352-5e&-2342
F-5
IRR H A4 N L E= Y P 0 eOX 1325 SAN ANTONIO
FLA, 3351ro
u-
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EMAIL: hanlegoro-sembarqmail.com
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CHAFTER 4 SECTION 412
4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED
TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR
FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL 6EPERATOR
TO THE SEWER OR TO AN OUTSIDE VENTED SUMP.
THE SLAB WILL,5LOPE FROM THIS LINE
OIL BEFERATOR
AT A MIN OF 5% 0:200) TO THE CENTER
OF THE AREA AS DETERMINED BY THE DRAIN.
IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE
AREAS OF THE BUILDING TO THE 4" DRAIN.
OIL BEPERATORS SHALL HAVE A DEPTH OF NOT LESS
THAN 24" BELOW THE INVERT OF THE DISCHARGE DRAIN,
THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE
NOT LESS THAN AN 18" WATER SEAL. IT SHALL HAV�E A
u-
MINIMUM CAPACITY OF ro CU FT FOR THE FIRST 100 SF OF
AREA TO eE DRAINED, PLUS I CU FT FOR EACH ADDITIONAL
ui
SEPERATOR
u-
100 SF Or- AREA TO BE DRAINED INTO THE SEPERATOR.
ci
ui
4" DIR AIN
A TOTAL OF 5ro5O SF OF AREA 15 TO BE DRAINED IN THIS
ui
BUILDING. THE 5EPERATOR TANK WILL BE REQUIRED TO
cl,
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HAVE A CAPACITY OF AT LEAST 4roO GAL, (U,S,),
lu
1,40 GAL, = 1 CU FT
UNDERGROUND PIPING AND COMPONTENTS USED IN
:3
DRAINAGE SYSTEMS SHALL BE NON-COMBUSTIBLE AND
INERT TO FUEL. (E,G. STEEL, DUCTILE, IRON OR CONCRETE)
SUCH 5YSTEM5 SHALL BE DE51GNED WITH SUITABLE TRAPS
OR BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT
VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND
SYSTEM.
SEFERATOR FLAN
CONTRACTOR:
SEE THE 51TE PLAN FOR THE
SEPERATOR TANK LOCATION
G, L. STEVE CONSTRUCTION
ZEFHYf;RHILLS, FLORIDA
JOB NAME AND ADDRESS-
4" NON-COMeUSTIBLE DRAIN
TO THE -SEPERATOR TANK
ROMA VENTURES 11, INC,
PRIME STEEL BUILDINGS
24'-8"
uj
PARCEL "D" ZEFHYRHILS
W
CITY AIRPORT
lu
ZEPHYRHILL5, FLORIDA
ui
AIRPLANE HANGAR -1500 SF
T, L. HANSON
�:3
4 ASSOCIATES INC.
CONSULTING ENGINNEERS
ENGINEERING BUSSINESS NO, Ee583O
Po5t OfFice Box 1128
Dade Cltq, Florida 3352ro
Thomar. L� Hanson, PE 3&&54
I HEREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB
Iro, SECTION IroOS OF THE FLORIDA iBUILDING CODE FOR THE
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
100'-0"
RESIDENTIAL AND ALL 200S SUPPLEMENTS.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO I-IAE51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARML-Ee�s
T.L. HANSON P.E. LICENSE NO. 35654
IDEMNIFY, AND DEFEND DESIGNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR
RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS
OUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
P.0, E!�OX 1'72a, DADE CITY, FLA. 33526
4�' MAX. FRAME WIDTH
.35 3/4' MAX.
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1) THE -RC-9jCT 51-OWU HEW�K 13 MSON&D -A-4r. UXNlIJPACtVRE.D 1U
co-wp-y wfn,, R[outwmEmfs ar n�E F-CRIDA But -DING -_O0E INCLL9�40
THE __fv1FiL
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70 PROPERLY I-WSFEAR AL_ LrAaS TO &MJCTL3ZE_ FRAMING ANO
CONCRETE GPEKVG 15 TF.E: RESr-045101UTY OF THE AW,-;-1ITEr,`T OR
FNGIkFFR Or RECC90.
S) BLLDING C---ZT M0 OP710NA_ INTERMEDIATE RL-DING, GIRT TO RZ
DE52GNED AND %NCWjRED TO PR0a;TR_Y TRANSFER ALL LOACS -0
qTRtX,,7rjRF. 9JR0943 URT AND OPTIQ-NX MTFRw_,FDATF CIRT �kRF T14.F
RESnNYEI�LTTY OF TftZ ARCI-ECT OR ENGINEER OF WECORD.
4) ALLOWABLE STRESS �%ICPEASE OF 1/3 WAS NOT USED IN TIE DES-iGm OF
f
TFQr --"RjPJCI SM(YRN. W-,,RVIW WIND [(�AD (WIRAtION FACIOR WAS
JSE:) FOR WCOD X14Ct*OR CALCU-ATIG45.
5) ;RAVZ W7RIAL: FWAr-C, 16GA. �,.03' WPI-4.) GkVANNZALIED 57-EL
6) D.WR PANE-L MATEROL: FORMED ZDGA (�035' MIN.,' G&VANNEALED STEE_
7� APPR06117D IMPAr. PP%)7CTIVF SM,17M FOR
i - -
PRIDINLICT IK W-40 BORNE CEBRIS RiGIONS.
Vj EACH RANEL IS FITM IN-,[ THFZ,:E iNsEs LocATED AT v MINIMUM -JPTG,
10" ;WA-XIV-JM FVOM EACH ENV WTF Af PA'YEL MIDSPAN,
4A�IIWARE 5f_4_P_'U_L
AL
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ff�
RJW PAINX DEVICE 9500 5ER"'t-1-5 BY TE�L WkNUFACTL4UNG, INC
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TiDGA DOORWAY SYSTEM TI)S�5-I(D-*175
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MANUFACTURER'S INSTALLATION IN57RUCTIONS. .010 ANCHCR,155 S-lAL__ NO- BE USED IN
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2505 WES-T I ItH STREET
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TIOGA DOORWAY SYSTEM 195-5-!(D�WS
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FLA, 3351ro
EMAIL: hanIeqO6,,aembarqma!I.com
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FLA, 3351ro
---------
EMAIL. hanteg0roosminarqtnall,com
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DESIGN SERVICES INC.
MOf31LE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
R, 5, HANLEY P 0 eOX 1325 SAN ANTONIO
FLA, 3351(o
EMAIL. hanleyO(omembargmatl.com
Meclta Building Insulation
R
MC t)
el id"2 9,
Certalnl�ccj Fiber Glass Insulation for
Applicable Standards:
Metal Building Insulation 202-96
Model Building Codes:
2. MANUFACTURER
- 1CC
Material Standards-
CertainTeed Corporation
- ASTIM C991 Type I
P.O. Box 360
- NAINAA 202-46 (Rev. 20W)
Valley Forge, PA 19482-0105
Fire Resi4ance:
Phone: (610) 341-7000
Fire Hazard Classification:
(800 -233-513990
- UL 723, ASTM E84, NFRA 255
Fax: (610) 341 -7-571
Max. Flanne Spread Index: 25
Fax -On -Demand: (800), 947-0057
Max. Smoke Developed Index: 50
Website: www.ceitainteed.com
- CAN/1-11-C-SI 02-M88
3. PRODUCT DESCRIPTION
Basic Use.- CertainTeed Fiber Glass
Metal Building insulation 202-96 is a
flexible blanket insulation furnished 'in
rolls and intended to be laminated oil
one side with a suitable vapor- retarder.
it is used as' a therm at and acoustical
insulation in the roofs -and sidewalls of
pre-engineered metal buildings and
post frame C0115trUCti-U-1�
Benefits: Metal Building insulation
reduces transmission of exterior sound
to the interior of the building and
absorbs reverberating sounds within
the building.
Composition and Materials: Com-
posed of inorganic glass fibers bond-
ed with a thermoset resin to form a
uniformly textured yellow blanket
insulation.
Limitations. This product is designed
for use in interior (weather protected)
walls and roofs of pre-engineered metal
buildings. It should be laminated on a
first -in, first -out basis and should be
kept dry at all times during processing
and end use. After lamination, packag-
ing should not exceed a 5.51 com-
pression ratir). For additional in -forma-
tion, please. refer to the appendix of the
INAIMA 202-96 (Rev. 2000j standard.
Sizes: Standard available sizes as
noted in the table oil the back.
Contact CertainTeed for non-stan-
dard sizes,
THERMAL PERFORMANCE
72,:;,
Nominal Thickness
R-Value
Prior to laminating
Non-corribustible:
ASTM El 36
Meets requirements
PkysicallCheiriical Properties:
in.
1 mni
R
RSI
3 Vs
8
i 0
1.76
3 V4
95
1.1
1.94
i
4
1
131
2.211
Thert-nal Resistance:
13?
10
2-8-1
I
- ASTM C3 18 and/or ASTM C'I 77
F (24'C) mean temperazture.
at 7D
62
19
—
335
27
4.40
SOUND TRANSMISSIO
Transmission Loss in dB at the Oct e I'mquencies
STC
Conitruction Type
Rafing
25
1 2,50
1 500
1000
2000
No Insulation
12
113
i9
24
30
4000
32
1 24
R-iri Faced 202-96 insulation
12
16
26
3 7
45
49
Uver ther'urfins.
'40
R-4 q Faced 202-96 insulation
13
20
30
41
49
5,
;2
w
Ove, the Purlins
I
Ov
& R11
i4
24
14
44
53
56
31,
tile Ca" � i, c I conihine'.0
L\
14
?0
27
i
R-; 0 d 20-1-06 insulation
13
16
2-1
32
37
46
)a
I
Ove- th, Girts
R-1 3 Faced 202-9(> Insulation
13
17
26
13
38
Over the Girls
.4
R-13 Fa�;ed 202-96 Insulation
+
Ower ihc(lirt� 1�1',;teel Stu&
26
40
S, 1
60
64
I,>
sc,
-0. Gyp.
P)II(l n!nielwr�
R-13 Faced 2(12-'1,,
Over the G ii is 3 S�eel Studs
on 24" Centers Mth R -11 Pairs
31 43 55 b8 73 5 1 �4
Gyp. Board onlr;�;.11,,1,
Sound Tranmission Class (, I( - fia(,
odance ASTM E90
Roc,t conmald i,�I �, I;�?
�. stmidin seI-P, I-t" �wjih 8" / pul;lils on Y cvnik.-rs
Vv,al, constrwiK�P,.��",
S( 1,�; ed to 8" Z wrts placed on cenic"
inienor meie.l ILi! in,,, v,�:
qu(k %�erc r ll% 25,�a. on 24" cen�ers
S� n-1--al tei ormance:
T ST
19. F-H NICAL SERVICES
A e Dles on front and belovv.
ManLlf3C1UrCCI and sold throughout the
lechrii4t assistance can be obtained
vV'-flor Vapor Sorption:
United States and Canada. For avail-
either frorn the local CerkalinTecd
abiliNi and cost, contact your local
sales ierresentative, or bv callin-
h
No thami 5J)'jX, by weig� it.
distri �utor or call CertainTeed Sales
Cartaii ced Sales Support Gicup in
Support Group in Valley Forage, PA, at
Vailley Forge, PA, (800) 233-3-ii,90(l.
(ASTINA, C66,5)
k
(800) 2233-8990.
10. FILING SYSTEMS
Meets RU'rit-61-f0inents ]Or steel,
copper and';fluminum.
7. WARRANTY
@ CwairiTccd Pub. No. 30-25-031
Odor Emission.-
inasmucIl as Ce:lainTeed has no con-
a Addliflonii product information
-- (ASTM Cl 304)
trol over installation design,.. insiMilation
avillilol.ble upon request.
P,,,,s
workmanship, lCcessorV, materials- or
1
Fungi ResisraTllce-:
condition- 0 f aIyplications� Certail-irwed
- ',ASTM C1 104)
does riot warrant the performance or
Pass Tes 1,
results of anN, installation containing its
Quality Assurance: 1--'iLain-leed �Avas
products.
tce first fiber glass il`15,Lllai ion manutac-
8,,MA;NTENANCE
turer to have i's manufacturing I
0""Its,
An inspection and preventative inaln-
R & D center and corporate headquar-
ogram f( the in ;o d
te-,ia nice a, �r sulat il atnt
ters registered to ISO 9001-2000
vapor retaFider system is recommended
standards.
to ensure optinnurn performance.
NAH8
15, �N5TALLATION
The vapor retarder on Metal Building
Insulation 202-96 Should he instilled
tovvards me condlitioned. spacos in the
i
-,uildin,) , I lon is noi'll-aliv
L g the insulat
applied over or betwi-e.p. the structural
f ffie buiLling and held in
i nembers or , U. 1 1 -
place by the coveringsheets or insula-
tioll support system, When using high
R-value systems,-- :it is recommended
that the cavii'll the exterior
metal sheet at I -Id! 1he faced fiber glass
insulattion should be corilpletely *filled.
SOUND ABSORPTION - UNFACED
Absorption Coefficilntsie Octave sand Frequencies (1-W I
value
Nom-ThickAess
M 1 2'Sll
500 1
---
1000
----
2000
2'11
4000
NRC
1117
0
3 3,B
:2:1
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0�29 i e� ,p
0-96
09
0.98
0-95
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0.92
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1.0i 1,00 -03
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AVAILABLE SIZES
R-
Noininal
Thickness
widths
-F -I-M
Ungilis
value
im 1 rn
im
t 8 86
3 6, 48, '�O I 914, 1-11',i. 1,Z-1,
j 30-1
- ------------ )14, i2i�j, '8-f$
100 30�5
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1) 14, 12 -19, 1 1829
22.9
16 133 2 19, 1524 1 -U)
1-2
014. t-119. 152-1 1 629
51,
25, 8 31" -,;i. 141. 7
30
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Manufacturel's catmhiliiv, quanii�, ead tim,, p,i� FId�
d(licanim"! )v
o o!CIL-T.
46"
All lv?00-�
"5- at
ASK ABOU-1 OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
EXTERIOR: ROGIFiNG - SIDING - WINO010VIS - FENCE - RAIL`NG - TRIM DECKING FOUNDATIONS PIPE
INTERIOR: iNSULAT ION - VNIALLS - CEILINGS
ccrlainreed corpm,aJon 800-2331-8()�AJ
oo. Cox 860 Consunner: 800-782-87' 7
wm, �P-rminteedxoni
�-Alcy Forge, P� 19)18
wrvvwJamtec�com
LAMTEC�
CORPORAT!"N
WMP-VR
POL YPROPYLENE i SCRIM / KRAFT
Meets ASTNI C1 136, Type 11V
FACING COMPOSITION
DESCRIPTION
VALUES (ENGLISHi
VALUES (ME"FRIC)
While Film
Polypropylene
0.0015 inch
38A Micron
Adhesive
Flarne Resistant
,cing
Reinfor i
Tri-directional
5 Iinch (NAD)
20 / 100 mm (MD)
Fiberglass/Polyester
4 1 inch (XD)
16 1100 mm (XD)
Kraft
Natural
11 lbs/ 3000 ft'
18g I I M2
I-
----
PHYSICAL PROPERTIES
TEST METHOD
VALUES (ENGLISH)
VALUES 'METRIC)
Basis Weight
Sca"
17 lbs / 1000 ft2
83 g 1'm2
Permeance ('0P4TIR)
ASTM E96
0.09 perm
5.17 ng I N's
Procedure A
(grains/hr*ftlin Hg)
Bursting Strength
ASTIN1 D774
60 psi
4.2 kg I cm?
Puncture Resistance
ASTMI C 1136
125 beach units
3.7 Joules
Tensile Strength
ASTNfj C1 136
40 lbs1inch width (NID)
TO kN / m 00D)
I
30 ibs/inch width (XD11
5.3 kN / m (XD)
Caliper / Thickness
Micrometer
0,008 inch
203 micron
Accelerated Aging
30 Days @
No Corrosion
No Corrosion
95% RH, 12WF (49-C)
No Delamination
No Delamination
Low Temperature Resistance
ASTM Di 790
Remains Flexible
Remains Flexible
-40'F (-40'C)
No Delamin'ation
No Delamination
Muir TemperaWre Resistance
4 hours @
Rernairs Flexible
Remains Flexible
240'F'(116-Ci
No Delammation
No Delamination
Water I mmersion
24 hours @ 70"'F
No Delarnination
No Delamination
Mold Resistance
ASTM C-665 i CII 338
No Growth
No Growth
Dimensional 'Stability
ASTM D1204
0,25%
0.25%
FIRE TESTING
—FP-R11'01-V -E0
ASTi M E84 / UL 723
I-
CA-N ULCC-S!02110
BS 476
A
Film Side Kraft Side
Film Side Kraft Side
Class
Flame Spread
10 15
-115 15
0
Smoke Developed
110
30 45
Surface
Phys;cal Properties based LIP01-1 statistical averages. weignt i I MCKliess +,'- fum
"LAMTEG" AND "WMP" ARE REGISTERED TRADEMARKS OF LAMTEC IC-ORPORA190N
501ORiverRoad Mo.inl,--Bei--�nel,Pennsyivanial8343-5610,U�S.A.
-F�hone- (570) 8917-8200 Fax: (570) 81-17-6081 Web: www.lamtec.com
8/10
[)ESI�zN 6MRVICES INC.
MO�BILE/ OFFICE 352-206-5a2l
OFFICE FAX 352-505-2342
S. HANLEY F 0 BOX 1325 SAN ANTONIO
FLA, 3351(o
EMAIL: Han le�06-aerrbarqtna i I,com
100'-011
DATE :
SCALE:
PAGE I
12/2 10
1/4 V-0
OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLAB
MONO FOOTER REAR" MONO FOOTER REAR
DESIGN SERVICES INC.
t
--------------------------------------------------------------------------------------------------------------------- ----- ------------------------------------- --------------------------------------------------------------------------------------------------------------------------
M05ILE/ OFFICE 352-206-5a2l
OFFICE FAX 352-588-2342
THE IBAT141ROOM 15 LOCATED IN
EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING
R, .5. HANLEY P 0 BOX 1325 SAN ANTONIO
IF THERE 15 ENOUGH DROP FOR
FLA, 335-iro
FAD5 FOR FRAME LINE #1 A GRAVITY DRAIN. IF NOT MOVE
EMAIL: Han IsSOroeembarqmal 1. com
LL
()
IT TO THE FRONT CORNER SAME
CHAPTER 4 SECTION 412 #5 RESAR5 10" Oc
0
Lu
50TH DIRECTIONS SIDE,
Lu
(P
GRADE -- — - — - — - — - — -
4*2.2.3 FLOOR SURFACE. FLOORS SHALL BE GIRA0ED AND DRAINED [.:I
411
U- (P
Lu
TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR ot
77-ri -
OUTSIDE EDGE OF SLAB
ju
lu-1
FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR 0
tu
0
TO THE SEWER OR TO AN OUTSIDE VENTED SUMP.
0
I
:3
0
Lu
tu
-
a)
2x4 WALL
FADS FOR FRAME LINES
tL
#2 and #3
:3
x
uj
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CONTROL JOINT5 LOCATIONS AIRE TO BE EDGE OF STEEL BUILDING
------------------ DETERMINED BY THE MASONRY CONTRACTOR.
(p
--------------
#5 REBARS b" Or -
-
BOTH DIRECTIONS
VANITY
GRADE
0(1)
4
MONOLITHIC SLAB
4" 3000 PSI MONOLITHIC CONCRETE SLAB
2xro WALL__�
OVER CLEAN, TREATED AND COMPACTED SOIL.
THE SOIL WILL BE TREATED FOR TERMITES
AS PER THE DETAIL PAGE OF THIS PLAN.
6" x 6" 10/10 WIRE MESH OVER 6MIL. VISQUEEN FAD BIETWEEN FRONT DOORS I THE SLAB WILL SLOPE FROM THIS LINE
PADS FOR PADS FOR
VAPOR BARRIER WILL BE INSTALLED FOR TO THE CENTER OF THE AREA AS
FRAME LINES FRAME LINES
REINFORCING THE SLAB. 11'HIS FOUNDATION WAS EDGE OF STEEL BUILDING DETERMINED BY T+4E DRAIN.
#2 and 03 *2 and #3
DESIGNED WITH A 2000 PSF SOIL BEARING CAPACITY.
------------- I ------------------
BOTH DIRECTIONS
NFFIA 4013
A
t
GRADE IT
A 41'
5.15 GROUNDING FACILITIES FOR STATIC ELECTRICITY
tL
4 1-0 It
YV nTHALL
5.15.1 AIRCRAFT STORAGE AND SERVICING AREAS OF HANGERS
HOUSING OTHER THAN UNFUE1 AIRCRAFT SHALL BE PROVIDED
Lu
u- 11
ALLWORKS"ALLCOMPL
SEPERATOR pnVA11Wj CODES, FV )W&BUIDING
CODEKND
IL -
0 b
(3
0
WITH GROUNDING FACILITIES FOR REMOVAL AND CONTROL
OF STATIC FLCTRICAL ACCUMULATONS ON AIRCRAFT WHILE THE
ink
w
DRAIN IC
CODE,NXTIONALELE -0
001NANCES
Lu -6)
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In
AIRCRAFT ARE STORED OR UNDERGOING SERVICING IN THE
HANGARS
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CITY Of If
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IN ACCORDANCE WITH 5.15.2 AND 5.15.3,
5.15.2 AN ADEQUATE NUMBER OF FLOOR-SROUNDINS
tu
0
RECEPTACLES
tu
SHALL BE PROVIDED. THE RECEPTACLES SHALL BE EIT44ER
MONO FOOTER "REAR"
tu
GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY
BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE SYSTEM
GROUNDED TO UNDERGROUND METAL PIPING SUCH AS COLD
EDGE OF STEEL BUILDING 11avy OATE Y_
m -_
I-
�:3
WATER OR SPRINKLER PIPING, OR DRIVEN ELECTRODES. WHEN
DRIVEN ELECTRODES ARE USED, THEY SHALL CONSIST OF 15,13 MM (5/81NJ
CITY EPHYRHILL,jt�
0
DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST I.5MM (5FT)
PLANS NER.
INTO THE GROUND. FLOOR -GROUNDING RECEPTACLES SHALL BE
------------- ------------
DESIGNED TO MINIMIZE THE TRIPPING HAZARD-
,1 11 0 - 11
ro -0 ro -0
5,15.3 GROUNDING WIRES SHALL ME MARE AND OF A GAUGE THAT 15
- - - - - -
GRADE
DURAE�LE TO WITHSTAND MECHANICAL STRAINS AND USAGE,
2'-4
HAIR -FIN
FOUNDATION FILAN
#5 REBAR x 40' TO WRAP
ALL FOOTER AND PADS
BEHIND THE ANCHOR BOLTS
C14
ARE TO BE 24 DEEP. (TYPICAL AT 4 LOCATIONS AS NOTED):
I
MONO FOOTER "AFRON"
CONTRACTOR:
G. L. STEVE CONSTRUCTION
PADS FOR APRON EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS PADS FOR
FOR THE ANCHOR BOLT LAYOUT. FRAME LINES
ZEPHYRHILLS, FLORIDA
FRAME LINES
02 and 03
#2 and 03
------------ -- — - — - - — - — - — - — - — --
GRADE AS
JOB NAME AND ADDRESS'.
f-2
ROMA VENTURES 11, INC,
PRIME STEEL BUILDINGS
35'-4" 24 -5
of
tu
PARCEL I'D" ZEPHYRHILS
CUT THE CONCRETE 50 THE CUTS AIRE
SYMETRICAL TO THE MONO FOOTER "All ANCHOR BOLTS ul
tu
CITY AIRPORT
ZEPHYRHILLS, FLORIDA
tu
BIFOLD OPENING
tu
EDGE OF STEEL BUILDING U-
tu
I
AIRPLANE HANGER 1500 SF
tu
DIAMETER x 24" 21" EMBEDDED
GRADE
3" EXPOBED
4714% 3/4"DIAmETER x 18" 15" EMBEDDED
1
T, L. HANSON
ADD A 12" APRON ON THE FRONT SO THE eIFOLD r->oofR = -
'IT PAD etTWEEN
4 ASSOCIATES INC.
CLOSE5 ON THE CONCRETE AND NOT OF THE SEAM OR CUT, FRONT i a
CONSULTING ENGINNEERS
---------------------- ------ - -------------------- -------
ENGINEERING BUSSINESS NO. EB5&30
-
0
PADS FOR PADS FOR
Po5t Office Box 1125
-1
11
FRAME LINE #1 ------------------------------------------------------------------------ ----------------- ------ -------------- F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAME LINE #1
1 -+ I
z
-1
Dads.CltS, Florida 33526
(352) 521-5848 Thomas L. Hamon, PE 38654
------------------------------------------------------------------ ------------- ------- - --------- -----------------------------------------
MONO FOOTER "APRON"
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
Iro, SECTION 160S OF THE FLORIDA BUILDING CODE FOR THE
64'-4 4'-0 13,-a -0
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
100 1-0 11
RESIDENTIAL AND ALL 200S SUPPLEMENTS.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS
T.L. HANSON P.E. LICENSE NO. 3&654
IDEMNIFY, AND DEFEND DE516NER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR
RESULTING FROM THE PROJECT- T44E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS
BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
P.O. BOX 112&, DADE CITY, FLA. 3352ro
DATE
SCALE:
PAGE 2
12/2/ 10
1/4 1,-0,,
jo,
lod-O"
OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLA13
DESIGN SERVICES INC.
-------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- AD --------- -------------
MOfBILE/ OFFICE 352-20ro-5821
OUTSIDE EDGE STEEL FRAMES 2x4 WALL
OFFICE FAX 352-588-2342
R, 8, HANLEY P 0 eOX 1-325 SAN ANTONIO
FLA. 3351ro
EMAIL- hanIsSObeembarqmall.com
(6p)
--�VANIT�Y
Q.
2xro WAI-L�
---------------------
------------
-------------------------------------------------------
STEEL ROOF FRAME OF BUILDING
Lu
-p tu
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STFEL WALL FRAME OF BUILDING STEEL WALL FRAME OF BUILDING
Lu
WATER REATER WATER HEATER Lu
Lu ju
2Xro CEILING FRAMING AT fro" OC
/WITH
1/2" COX SHEATHING ON THE
EXTERIOR AND 1/2" DRYWALL ON
THE INTERIOR-
LL
Lu
tu
—8
Lu
Lu MIL 2x4 TOP PLATES
F
LL
w
Lu
tu
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ul P 2x4 FRAME WALL-S WITH STUDS AT 16" OC
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LAUNDRY
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SINK TUB co ON THE INTERIOR -
Lu
TOILET
SINGLE PT BOTTOM PLATES
21-011 11
3'-416" LY-O'
MAIN FLOOR FLAN
BATH SIDE GROSS SECTION BATH END GROSS SECTION
CONTRACTOR:
G, L, STEVE CONSTRUCTION
ZERHYfRHILLS, FLORIDA
JOf�) NAME AND ADDRESS-
ROMA VENTURES 11 ING,
PRIME STEEL BUILDINGS
PARCEL 11 D" ZEPHYFRHILS
CITY AIRPORT
ZEPHYRHILLS, FLORIDA
IfRFLANE HANGER -1500 6F
THERE 16 A CUSTOM IBIFOLD DOOR THAT 15 IBEING DESIGNED FOR
THIS OPENING IN THE FRONT OF THE IBUILDING. THERE 18 NO FLORIDA RAYNOR GARAGE DOOR
APPOVAL NUMiBER FOR THIS DOOR. ACCORDING TO CHAPTER I-T FLORIDA APPOVAL *B184.1
T L.WANSON
SECTION 1114.5,3.2 CUSTOM DOORS ( one of a kind) EXTERIOR DOOR DURA-COIL ROLLING SERVICE DOOR
4 ASSOCIATES INC.
ASSEMIBLIES SHALL IBE TESTED 15Y AN APPOVEID TESTING I-AeORATORY IDE51GN PRESSURES OF 22+/2-1-
CONSULTING ENGINNEERS
OR IBE ENGINEERED IN ACCOF20ANCE WITH ACCEPTED ENGINEERING
: ra
ENGINEERING IBUSSINESS NO. EIB5a3O
PRACTICES,
DESIGN PRESSURE THIS DOOR 15 fBEING DE51GNED AT THIS TIME AND THIS INFORMATION DESIGN PRESSURE
>
Post Office Box 1128
Dade Clt�� Florida 3352to
25+/21- WILL BE FURNISHED WITH THE DOOR WHEN IT 15 DELIVERED TO THE JOIBSITE. 25+/2-T-
(352) 521-5848 Thomas L. Hanson, PE 38654
THE CONTRACTOR WILL HAVE COPIES FOR THE IBUILDING DEPARTMENT.
E,
OUT -SIDE EDGE STEEL FRAMES +
I HERMY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO eE IN COMPLIANCE WITH CHAPTER
Iro, SECTION 16013 OF THE FLORIDA eUILDING CODE FOR THE
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLAe
SPEED AND THE ENTIRE 200-1 FLORIDA IBUILDING CODE,
RESIDENTiALAND ALL 200,B- SUPPLEMENTS.
I
.........
T.L. HANSON P.E. LICENSE NO. 38654
P.O, IBOX 112a, DADE CITY, FLA. 33526
0
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V5
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tu
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OUTSIDE EDGE OF SLAa OUTSIDE EDGE OF SLAIB
OUTSIDE EDGE STEEL FRAMES
---------- ----- ----------------------- r --------- ----- ---------------- -------- = ------------------------- ------------------------- ------------------- --------- --- -------------
(P v (P I 2x4 WALL
PERIMETER FLOURESCENT PERIMETER FLIOURESCENT PERIMETER FLOURESCENT 1-1 PMMETER FLOURESCENT PERIMETERFLOURE FMMF=T* FIXURE5CENT
AFF
LIGHTr'-O" AFF LIGHT &--C�FF LIGHT &'-0" AFF LIGHt &'-0" J-IG�HT 8' 0" AFF
110 OUTLET 110 OUTLET VGHT 110 OUTLET 110 OUTLET 110 OUTLET
40 GAL ELEC WATER HEATER
AfBOVE THE IBATHROOM
tu
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STATIC, GROUND
STATIC, GROUND
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110 0,UTI-ET
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I'LL
NO OUTLETS eELOW 18" FROtl 5' LITHONIA SHIELDED 2NAX4 FIXTURES Mt
SLAfB- HAZARD ZONE. OFF CEILING ( OR. SOMETHING COMPARAIBLE) WALL FLUORESCENT LIGHTS AROUqD THE "u
Jul NO FLOOR PLUGS THREE ROWS. 4 LIGHTS PER ROW PERIMETER OF THE BUILDING, 0'-0" AFF
LIGHTS SUSPENDED 16' AFF WITH PREMADE ALUMINUM OR ST41NLE-5-S
DEFLECTORS ON ONE SIDE TO REFLECT
THE LIGHT FROM THE TOP DO�N,
D
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110 OU\TLET
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OUTLET
EXTEND A *4 eARE
COPPER WIRE
TO THE HAIR -PIN.
220 OUTLI=-�,
FOR COMPRE�SOR
110 OUTLET
200 AMP SER'�
EXTEND A *4 f5ARE COPPER WIRE To THE YICE
STATIC GROUND #4 IBARE COPPER TO FORM A CONTINUOUS GROUND RING ELECTRICAL SERVICE GROUND ELECTRODE
RECEPTACLE
110 OUTLET
IL
LL
I It 4C) I
u- Q
0
IL
Lii
I-ED EXIT SIGN WITH
EMERGENCY LIGHTING AND
A c3O MIN. IBACKUP 15ATTERY
flEXIT -SIGN
- - - - - - - - - - - --- -- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - -
EXTERIOR WALL MOUNTEI--> LIGHTS ON EACH
SIDE OF THE -TO'-O" elFolx> DOOR
id-o" AeovE THE SLAIB
10'xlro' OVERHEAD DOOR
WITH roO AMP OPENER
----------------------------------- (VERIFY -WITH- MANUFACTURER) ------------------------------------
OUT51DE EDGE OF SLAIB
INTERIOR WALL MOUNTED LIGHT
0'-0" AeOVE THE SLA15
OUTSIDE r=DGi2-sTeE6-F-RAmEs
---------------------------------- ----------- �-4.
LED EXIT SIGN WITH
EMERGENCY LIGHTING AND
A 130 MIN. BACKUP 5ATTERY
EXIT SIGN
Iro'xilb' OVERHEAD DOOR
OPENER TO E�E LIFTMA5TrER T-15-11
115 VOLTS, SINGLE PHASE, 3/4 HP
-----------------------------------------------------------
EXTERIOR WALL MOUNTED LIGHTS ON EACH
SIDE OF THE 10'-0" f5IFOLD DOOR
10'-0" AeOVE THE SLA15
OUTSIDE EDGE OF SLAfB
LL
0
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0
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R. 8. HANLEY
SHORT CKT.
DESIGN SERVICES INC.
MOIBILE/ OFFICE 352-20ro-5521
OFFICE FAX 352-558-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 335"lro
EMAIL: hanIeqO(o-wsmbarqmaiI.r-om
11351 ( WORST CASE)
1+ (2) (100) (11351)
13(323 (240)
1 SC 5,512 A/C a MAIN
USE 10,000 A/C EQUIPTMENT)
LOAD CALCS' W
LIGHTING - 1500 SV 60.5 3150
RECEPTACLES 12 0 180 2160
COMPRESSOR 214P 2880
WATER HEATER 2500
DOOR 10,080
21,310
OR a1B AMP 6/240V 10
(3) 3/0, 4G
200A ME5 PANEL
120/240V 110
200A METER 10
TO UTILITY
TRANSFORMER (3) _310
#4 CU
(2) 5/0" X 140' GROUND
RODSO 10'-0" APART
ED<TEND TO T14E WATER LINE
OF THE BUILDING AND THE
STEEL FOOTER RESAR
ELECTRICAL RISER DIAGRAM
NT5
JOfB NAME AND ADDRESS:
ROMA VENTURES 11, INC.
PRIME STEEL BUILDINGS
PARCEL I'D" ZEPHYRHILS
CITY AIRPORT
ZEPHYRHILLS, FLORIDA
Coil Side -Coil Side
Non
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(Door wffindlockWndlock Shown)
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DESIGN SERVICES INC.
MOeILE/ OFFICE 352-206-5021
OFFICE FAX 352-508-2342
R, 5. HANLEY P 0 eOX 1-325 SAN ANTONIO
FLA, 335-Iro
EMAIL: hanIeSO60embarqmall.com
RAYNOR GARAGE DOOR
CONTRACTOR:
G. L. STEVE CONSTRUCTION
ZEPHYRHILLS, FLORIDA
JOe NAME AND ADDRESS:
ROMA VENTURES 11, INC.
PRIME STEEL BUILDINGS
PAIRCF11- "D" zEPHYf:RHiLs
CITY AIRPORT
ZEPHYRHILLS, FLORIDA
AIRPLANE HANGER 1500 SF
T. L. HANSON
4 A55OCIATES INC,
CONSULTING ENGINNEERS
ENGINEERING eU56INE55 NO. EIB5830
Post Office eox 1126
Dade Clt�, Florida 33526
(352) 521-5548 Thom& L, Hanson, PE 38654
I HEIREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO eE IN COMPLIANCE WITH CHAPTER
Iro, 5ECTION 160"3 OF THE FLORIDA IBUILDING CODE FOR THE
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
SPEED AND THE ENTIRE 2001 FLORIDA eUILDING CODE,
RESIDENTIAL -�ND ALL 200c3 SUPPLEMENTS.
--� i
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T,L. HANSON F.E. LICENSE NO. 38654
P.0, 1BOX 112a, DADE CITY, FLA. 3352ro
ST'L -L-- I 1 6- 1 PLI, -- L I A I �
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EMAIL:
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DATE
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12/2/ 10
1/4', — I _0,,
OUTSIDE EDGE OF SLAB
OUTSIDE EDGE OF SLAB
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-20ro-5521
OFFICE FAX 352-588-2342
F—
S. HANLEY P 0 BOX 1325 -SAN ANTONIO
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CHAPTER 4 SECTION 412
cq
4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED
TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR
FLOOR DRAINS SPALL DISCHARGE THROUGH AN OIL SEPERATOR
TO THE SEWER OR TO AN OUTSIDE VENTED SUMP.
THE SLAB WILL SLOPE FROM THIS LINE
TO THE CENTER OF THE AREA AS
DETERMINED BY THE DRAIN,
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SEPERATOR
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SEFERATOR FLAN
OIL SEFERATOR
CONTRACTOR-
G, L, STEVE CONSTRUCTION
IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE AREAS
OF THE BUILDING TO THE 4" DRAIN.
ZEPHYRHILLS, FLORIDA
OIL SEPERATOIRS SHALL HAVE A DEPTH OF NOT LE55 THAN
JOB NAME AND ADDRF55:
24" BELOW THE INVERT OF THE DISCHARGE DRAIN. THE OUTLET
OPENING OF THE SEPARATOR SHALL HAVE NOT LESS THAN AN
10" WATER SEAL. IT -SHALL HAVE A MINIMUM CAPACITY OF ro CU FT
ROMA VENTURES 111 INC,
FOR THE FIRST 100 SF OF AREA TO BE DRAINED, PLUS I CU FT FOR
EACH ADDITIONAL 100 SF OF AREA TO BE DRAINED INTO THE
PRIME STEEL BUILDINGS
4
SEPERATOR. 24'-8"
u-
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A TOTAL Of: 5650 SF OF AREA 15 TO BE DRAINED IN THIS
uj
PARCEL D" ZEPHYRHILS
JU-
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CITY AIRPORT
CAPACITY OF AT LEAST 460 GAL, (U.S.). 1,45 GAL. I CU FT
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ZEPHYRHILLS, FLORIDA
tu
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AIRPLANE HANGER '1500 SF
T, L. HANSON
4 ASSOCIATES INC.
CONSULTING ENGINNEERS
ENGINEERING eUSSINESS NO. EB5830
Post Orfics 15ox 1128
Dade Clt�, Florida 3352ro
(352) 521-5848 Thomas L. Hanson, PE 38654
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
OUTSIDE EDGE OF SLAB OUTSIDE EDSE OF SLAB
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
Iro, SECTION IroO(3 OF THE FLORIDA BUILDING CODE FOR THE
120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
100'-0"
SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
fRESIDENTIALAlp ALL 200S SUPPLEMENTS.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA151LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS
t4- 1,
1
IDEMNIFY, AND DEFEND DESIGNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR
RESULTING FROM THE PROJECT- THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS
T.L. HA SON F.E. LICENSE NO. 38654
E5UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT i3E LIAf3LE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
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