HomeMy WebLinkAbout166 Center St - Fire SprinklersCITY OF CAPE CANAVERAL Parez1 -7-8*k
BUILDING PERMIT APPLICATION ,?4-37- a3 -�" - C)060. 60
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 pp 0 g
(321) 868 -1222
late: P 14,3 Permit # l 41 Z 5
(You may download this application: www.myflorida.com/cape. You may fax to: (321) 868 -1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor /Owner - Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required)
Address of Job Site: 144 een �r sf 6ao &,,A& vei -.J. k. 3A!"
Legal description of property: TwN: RNG: SEC: SuBD: BLK: LOT: PB: PG:
Name of Property Owner: Jo5c h DC Prop e owner phone number: 3 96 - R6— - #'--
Address of Property Owner: 1, i e SCAV07 %� 105
Community Appearance Board approval date: Site Plan approval date:
4 1, 5 ea . - F V V V
Type of Permit
Brief description of work:
Const.
Type
Building
# of dwelling
units
# of
bedrooms
Electrical
Total valuation of work
Plumbing
State License No.:
Mechanical
Phone (cell/pager.):
°'
Other Ft re
.1 i-do
7 dAnAe tm 4 vd &Y,
4 1, 5 ea . - F V V V
�f
Architect/Engineer Name:
Address:
Type of
Building
Square
Feet
Const.
Type
# of
stories
# of dwelling
units
# of
bedrooms
# of
bathrooms
Total valuation of work
Commercial
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Electrical Contractor Name:
Address:
$
Name of Company:
SFR
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Plumbing Contractor Name:
Address:
$
Townhouse
Phone (office):
,
Fax:
Mechanical Contractor Name:
Address:
Name of Company:
$
State License No.:
Apartment
Phone (cell/pager.):
Fax:
Specialty Contractor Name: 61
Address: 45Z no
i ej-% � tA A- W(cke eA
. 1.1 L-omuidad
e y Name of Company: Wisuilkbv7 6w.
p (-Z,. " S
5qsiu�
$
7a a °sfs Phone (cell/pager.):
= Condominium
$
Other
o
v�
�� -
`
e
$
�f
Architect/Engineer Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Primary Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Electrical Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Plumbing Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Mechanical Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Specialty Contractor Name: 61
Address: 45Z no
i ej-% � tA A- W(cke eA
. 1.1 L-omuidad
e y Name of Company: Wisuilkbv7 6w.
p (-Z,. " S
5qsiu�
State/Local License No.: 4 .T 7 66 1t1a ) &. ®o i Phone (office): 3JI.
7a a °sfs Phone (cell/pager.):
Fax: ja d 77
r
ff
� nu
`1
i
Pr
me
,l Building Permit Application Checklist
Notes
Com leted Permit Application
Current survey showing all proposed construction
Notarized signature — Owner/Builder Affidavit
If owner is acting as contractor
Sewer Impact Fee receipt
May be deferred until C.O. Unless job is remodeling
County Impact Fee receipt
May be deferred until C.O.
Capital Expansion Impact Fee receipt
Maybe deferred until C.O.
Sidewalk Impact Fee receipt
If sidewalk exists on lot
Recorded Warranty Deed / Proof of Ownershi
Copy of Recorded Notice of Commencement (over $2,500)
over $5,000 for Mechanical change out
Current Worker's Comp. Policy / Exemption
Record will be kept on file after initial submittal
Community Appearance Board Approval
For all work visible from Public Right -Of- -Way
Planning and Zoning Board Site Plan Approval
For all new construction of four units or more
Concurrency Forms
For all new construction not part of approved site plan
Primary Contractor's State License
Record will be kept on file after initial submittal
Subcontractor's
State License
Authorizations:
Record will be kept on file after initial submittal
Notify Building Department of contractor changes
Plumbing Contractor
Plumbing Contractor
Electrical Contractor
Electrical Contractor
Mechanical Contractor
Mechanical Contractor
Roofing Contractor
Roofing Contractor
Swimming Pool Contractor
Swimming Pool Contractor
Gas Contractor
Gas Contractor
Specialty Contractor
Specialty Contractor
Construction Drawings:
Per F.B.C. 104
Two sets of sealed construction drawings (three sets if commercial)
Per F.B.C. 104
Electrical Load Calculations
Electrical Riser
All new service must be located underground
Plumbing Riser
A/C layout
Two sets of Energy Calculations
Lot Drainage Survey
Pool Barrier Requirement Form (signed)
Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or
installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards
and laws regulating construction in this jurisdiction. By signing, applicant affirms that all above is true and correct
and that he /she is an authorized agent of the Contractor /Owner and has the authority to apply f r
permit
Applicant's Name: M CP l 4 • �� kee Ve r Applicants Signature:
Date: 9 4 A 3
For Notary use only: State of Florida, County of Brevard
Sworn and subscribed before me this —� day of 5qA.,- 6+ , 20 03 , by Y• (5
Name of Anolicant
who produced identification:
is personally known to me.
Seal:
fou
. s lr� lea sto draft
m �
G:\Bidg.Dept.Forms\BP APPLICATION
or
Signature - Notary Public At Large
This form may be duplicated.
Date: Permit # 1 1 J J
(You may download this application: www.myflorida.com/cape. You may fax to: (321) 868 -1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor /Owner- Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required)
Address of Job Site: / 6 a G if AJ 7,F/a fir, 64 p = 44^1AL, - L ' e . 3 2 9 z,::2
Legal description of property:. TwN: _1_ RNG: SEC: 29 3 SUBD: BLK: LOT: PB: 9a S- PG: 3V
Name of Property Owner: jgie PE -L U c. A Property owner phone number: ! 2 72 0 3
Address of Property Owner: dyl, 9-44 �,uD�/� _ �x • ��'� �' `"�'. Q`s v dl3
Community Appearance Board approval date: Site Plan approval date:
q
Type of Permit
Brief description of work:
I/
Building
T701,/ iF 7—A Z --O fVvg w .D.e X 6V>e4__
# of
bedrooms
Electrical
Total valuation of work
V
Plumbing
•.Nt Coy+ c .
State LicenseNo.:CG< oS% \bo
Mechanical
^700$ Fax:?Q -•07
Electrical Contractor Name: �, e� 5� � ��
Address: 70 -5
Other
$ /Ot e� n..--
Architect/Engineer Name:
Address:
Type of
Building
Square
Feet
Const.
Type
# of
stories
# of dwelling
units
# of
bedrooms
# of
bathrooms
Total valuation of work
V
Commercial
•.Nt Coy+ c .
State LicenseNo.:CG< oS% \bo
Phone (office):'ltto --VXU Phone (cell/ a er.):
^700$ Fax:?Q -•07
Electrical Contractor Name: �, e� 5� � ��
Address: 70 -5
Named Co rt _Pah" y:`
F /r -
$ /Ot e� n..--
State License No.: !! d' e" �� 3 �°
SFR
Phone (cel l/pager.):3' 37 6 5 7, Fax:
Plumbing Contractor Name:
Address:
Name of Company:
State License No.:
$
Phone (cell/pager.):
Townhouse
Mechanical Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
$
Fax:
Apartment
Name of Company:
State/Local License No.:
Phone (office):
Phone (cell/pager:):
$
Condominium
$
Other
$
Architect/Engineer Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Primary Contractor Name:
Address:4cM S. : c
M.
%AC
Name of Company:
\ . 120%%r7
•.Nt Coy+ c .
State LicenseNo.:CG< oS% \bo
Phone (office):'ltto --VXU Phone (cell/ a er.):
^700$ Fax:?Q -•07
Electrical Contractor Name: �, e� 5� � ��
Address: 70 -5
Named Co rt _Pah" y:`
F /r -
State License No.: !! d' e" �� 3 �°
' ` 'Phone (office)-
Phone (cel l/pager.):3' 37 6 5 7, Fax:
Plumbing Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Mechanical Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office):
Phone (cell/pager.):
Fax:
Specialty Contractor Name:
Address:
Name of Company:
State/Local License No.:
Phone (office):
Phone (cell/pager:):
Fax:
L
G:\BIdg.Dept.Forms\BP APPLICATION
4
Buildifik Permit Application Checklist
Notes
Completed Permit Application
Current code edition: FL Bldg. Code 2001 (as revised)
Current survey showing all proposed construction
Notarized signature — Owner/Builder Affidavit
If owner is acting as contractor
Sewer Impact Fee receipt .
May be deferred until C.O. Unless job is remodeling
County Impact Fee receipt
May be deferred until C.O.
Capital Expansion Impact Fee receipt
Maybe deferred until C.O.
idewalk Impact Fee receipt
If sidewalk exists on lot
/Recorded Warranty Deed / Proof of Ownership
eopy of Recorded Notice of Commencement (over $2,500 )
Over $5,000 for Mechanical change out
Current Worker's Comp. Policy / Exemption
Record will be kept on file after initial submittal
Community Appearance Board Approval
For all work visible from Public Right -0f -Way
Planning and Zoning Board Site Plan Approval
For all new construction of four units or more
Concurrency Forms
For all new construction not part of approved site plan
Primary Contractor's State License
Record will be kept on file after initial submittal
Subcontractor's
State License
Authorizations:
Record will be kept on file after initial submittal
Notify Building Department of contractor changes
Plumbing Contractor
Plumbing Contractor
Electrical Contractor
Electrical Contractor
Mechanical Contractor
Mechanical Contractor
Roofing Contractor
Roofin Contractor
Swimming Pool Contractor
Swimming Pool Contractor
Gas Contractor
Gas Contractor
Specialty Contractor
Specialty Contractor
Construction Drawings:
Per F.B.C. 104
Two sets of sealed construction drawings (three sets if commercial)
Per F.B.C. 104
Electrical Load Calculations
Electrical Riser
All new service must be located underground
Plumbing Riser
A/C layout
Two sets of Energy Calculations
Lot Drainage Survey
Pool Barrier Requirement Form (signed)
Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or
installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards
and laws regulating eohstruefion-In this jurisdiction. By signing, applioant-af rnis that all ubove is true and correct
and that he /she is an authorized agent of'the Contractor /Owner and has the authority fb,apgly :fdr +thfs
Applicants 1Vame: SrAPJAgy $O;a g a aw , Applicanfs'Signature
Date: /O Site Address:
For Notary use only: State of Florida,cunty of Brev rd /
Sworn and subscribed before me this day of 20 0 3. by �;4�6 4,1 / SZ6 ra)2
Name of Ap)i� ant
who produced identification: or P
is personally known to me.
JoWW tom►
Seal: ;� My conur+�eia�o>�isras0
r I �. ExPlrWJMM24,2W
G:\Bldg.D F APPLICATION
IWM 10: to dose 3an-amemon stamper suvoupe►
operly Appraisers Parcel Identification (Follo) Number(s):
— — TH —2 FOR PROC —t� BATA
Nafficae
CFN:2004067592 5217 / 0698 03-04-2004 12:27 pm
OR Book/Page:
SPACE ADM THIS ME FOR REC"90 DATA
13f C913m tlatclemut
(PREPARE IN DUPL)DAIV
To w4om it mall catirtrut
The undersigned hereby . Informs all concerned that Improvements will be made to certain real property, and
In accordance with 113.13 of the Florida Stdtutes, the following Information Is stated In this NOTICE OF
COMMENCEMENT.
Legal Description of property anclude Street Address, If VVIOWS)
Ce-Alre-IL C-
/Ijp-,p . ....... .................................... /XF
. .. ... .... . ............ - ......................... ..... .
aqq
...................................................................................................
........ .... 11 ................. ................. ................................................
... ............................. ...................................... ................................................................. . . . .......................................... ...................... ....... ............ .... .............. ........ .......
General description of Improvements
7 . . ....... . 54zn-f . ...... . . ..................
k4kh
-P . . ............................................................... . ............. .................................. . .............................. * ................... I ..................... . .
OwnerTf?. . ............................................... . ........................................................... . ...........
.7�4.�; 7 ........................ .....
Address &.010t
Ale. /* 11-- 0 ../ ........... .....
Owner's Interest In site of the Improvement e4s�e_-
&
Fee Simple Title holder Of other than owner) Scott Ellis
Clerk Of Courts, Brevard County
Name... .... ..... .......... ............... .................................. . ............................. #Pgs: 1 #Names: 2
Address ... .. ..... .. .. ..... ... . ...... Trust: 1.00 Rec: 5.00 Serv: 2.00
--A. 0.00 '-:xcise: 0.00
contractor 9&4�c4 ................. . Mtg: 0.00 Int Tax: 0.00
Address ............
0.6?".e . .........
Surety at any)..
Address......... .......... - .... .. ............................. . ...................................................... ............... – Amount of bond $ . .. . .... . ........... ........ .
Any person moldna a loan for the construction of the improvements:
Name....... ..... ....... .. .. ........ ........... . . I .. ...................................... ................................... I ........ .......................... ..............................................
Address. . .... ... .... 1– .. . .. -: ................. - .................................. * ..... .................. .................... ..... ....
Person within the State of Florida designated by owner upon whoFn notices or other documents may be served:
Name.. ...................................... .... .... . .... ..
,. .I ......." ..........& .. I.
.. .. ... ..... .. .
Address 6m. . .... P7
... ...................
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided
In Section 713.13 (1) (h), Florida Statutes. (Fill In at Owner's option).
NameAJ11 . ............... ....... ! ....... . ........................... ........ ........ ......................................
.... . .... ....... ........... ..
Address .... . ...................... ........ ... ............. .......
*eoff joerm ftft
persona 1 knoWn
6-
40V A.-
sworn to and day of
CAPE CANAVERAL VOLUNTEER FIRE DEPARTMENT, INC.
Serving the city, of Cape Canaveral &Canav eral Fort Authorh),
Plan Review
To: Todd Morley, Building Official
From: Shannon McNally, Fire Inspector
ti
Re: 166 Center Street
Interior Renovations
Date: 12/10/03
PAM SNAft
Station #1 190 JACKSON AVENUE • CAPE CANAVERAL, FLORIDA 32920 • (407) 783 -4777 • FAX: (407) 783 -5398
Station #2 8970 COLUMBIA ROAD • CAPE CANAVERAL, FLORIDA 32920 • (407) 783 -4424 • FAX: (407) 783-4887
09/17/2013 15:46 3217849435 PAGE 01'1
*m-. JIM MOl m
poll No CFN 2003303763 09- 26- 200312:30 p
WMCE OF COMMENCEMENT OR Book/Page: 5069 / 2076
STATE CW; B20
C=#M OF-. amd
THE t� heR'by 1� ti9eR�� bs nlsrk to tsarmit rod Pupa/ =1b �'�d e1 � 113, F1o�MY Ste►. iha
Now n8 v" w" Is pradrfed rn> iro8oe �neM
1. a1 P1aPxhr "Mat prapatfr and e�eeR sddroes If aHfriMdle)
A=0I SECTION O TC IP 2490UfM. R 3� moms EYARDCOUrd1Y RtQiilG1�
t88 CEN7'aR STRB�I', CAPE GANAVEiI+4L, iLORiDA 3� li
2. Genwd in 00 af
MREiIOR NMTRL OUK PARTMON3
3. Qwr w Inloer tm MR. JOSH peLUCiA
850A HERITAGE HILLS
SObAM NY 1050
b, ftreet b PMPNV ONSter
a Name w1d address of fae ample We kidder (W aeosr 1lwrt oaf:
4. CAX*WAor
a. Nerae and �rdeMaas: WI�fNer1 Fia
436$ f'wkm Phe Sute D
wed Momm, FL 3201 Scott Ellis
b. PhCnanrodw. (331)7224M Clerk Of Courts, Brevard County
a Fax nurrlber (aptland f by Ober a aooe�biler (3Z1} TZ3.4775
#Pgs:1 #Names:2 Serv:0.00
Trust: 1.00 Rec: 5.00 _xcise:0.00
8'
!. NantetMdad ^_-,. 0.00 nt Tax: 0.00
b. ... • . Am"4d c1bend S Mtg. 0.00
a gone mwsdw
d. Feor�nr�r( optieral ,N9aviaa- P�1®rieaasa�bis): ,
e. L ndi r.
a. Nw" wW aftm NA
b. Phone n►anlw.
C. Fax rwrrder (apbanK I wrim by fm is saoWW*):
7. Page lawihh Yw alma d FWd& derdpwled by t�wner upon whom notlaes or alher doaallerlla ►nail bo awed ea p►asidad by
Sedan T13.13(ij(a)7., Ftrida SEr1lr W
a. Name and address: J. J. MORRIS
188 CENTER STREET SUrM 0210
CAPE CANAVERAL, FLORIDA 3=
b. Phone number: 321- 7838474
a Fa rsiabar (q*o* If earbe by 1ax is aooeplabla): W- 784413`1 -
A►. In addOon to WmO, Owner daaigmAnd Iris pamoe(a) to mcer4e a ovpy Of the t.iWWS Nd&O ae IRS In
Sscdon 713.13(1)(b), FWft SWUM'
a. Name WW address:
b. Phone reanber:
C. Fax nanber (op4larA K sarvioa by tax is emp IMY
9. E dsAe of nofoe Cf oonarlenoemart (9he daAe is 1 i�r 6am Yre da4e of reoo�rss} tsdse a dffew dab Is opeaeisd).
�m 10 and WwabW before me by of OMSW ¢
�gs�,lZwt,..�..a uA+a is paeor�r b+owr+ta me a pearoed
idarAMloeUon, and who tid Make Owner'ti Name:
ow
anaaRt,MUe Zt2003 taw 2 eet`t14o+r1 /
P~ Nw a of JOHN , K KNTew YOrk�v yYj4
CaltRtisOnnNolEm ation: ublic, State of
No. 053076, ceStChester County
Term Expires
ALL WOIX AATM MUST BE TYP LEGIBLY TO COMPLY WITH RECOMOO REQt fYM
Sep Ub Ud ul:o -el KOtrer'e, i i+ea�5 r°ri
'113 t�ti /� FN 21. ,03143212 0 • 4.2003 1:25 arr
OR tscc,iPage. 4912 i 0764
This instrument prepared by & return W
ROBERT L. BEALS, ESQ. .Scott ElP
ALLIANCE TITLE Or. BREVARD, LLt C.erk Ot 0olrts, erev rd County
730 East Strawbridge Avenue, Suite 101 #p s: 3 #Names. 4
-Me"Urne, FL 32901 7ru c -.oc Rec: 13.00 serti 0.00
119,c y 1,790,30 xcse: 0 Co
WARRAN rY 12EE_D nt Tax: 0 00
THIS INDENTURE, made this �, _ day of May, 2003, between TECH—VEST, INC.,
a D& vare corporation authorized to do business in the State of Florida, ( "Grantor "), an
JOSEF: i L. DELUCIA AS TRUSTEE OF THE JOSEPH DELUCIA TRUST U /T/D 9121/01,
and SAK t DELUCIA AS TRUSTEE OF THE SARA DELUCIA TRUST U/T/D 9/21!41,
( "Grantee" - whose address is 650 Heritage Hills Unit A, Somers, New York 10589;
WITNE.SSETH, that the Grantor, for and in consideration of the sum of TEN ($ 113. 00)
DOLLARS, F o it in hand paid by the Grantee, the receipt whereof is hereby acknowledg , has
granted, bai•ga,aed and sold to the Grantee forever, the following described land situate,1,+ing and
teeing in. the Ciuunt- of Brevard, State of Florida, to wit:
`per Exhibit i'_• attached hereto and made a part hereof for complete legal description of
premised conveyed hereby.
SUBJECT • :) i- ,-sltrictioits, reservations and easements of record, if any, which are iot
reim,' osod he. ebb, and taxes subsequent to December 31, 2002.
And the Gran >or .low hm oby fully warrant the title to the land, and will defend the same
against the lawful claims f all pet suns whomsoever.
IN WITNESI xkI P EOF, the Grantor has executed this instrument on the day and year
first above written.
SIGNED, SEALED AND DELIVERED
IN THE P�NC;E OF-
Witne Signature
Print itne —warne ,.
Witness Signature'
Print Witness Name
GRANTOR:
TECH -VEST, INC., a Delaware corpon
authorized to do business in the State of
Florida
By:�� .
Edward L. Hrac sky, President
Address: 124 St. Croix Avenue
Cocoa Beach, FL 32 ,�
1_1 Ul ;0D'v moue ►'G L beois re
STATE OF FLORIDA
COUNTY OF BREVARD
3C1 lJ.y °P P4a
'4
CFN.20t13143 212 0765 O;k gook/Page 4912
THE FOREGOINGINSTRUAIENT was acknouledgcd befc re me this / day ofMay,
2003, by EDWARD L. BRADESKY, as President of T_�h -Neat Inc.., a. MIkW4.re corporation
authorized tc do business in the State of Floridan —'h* o is personally L gown to me, or who--> produced ....
identification, s
on and who did take an oath.
4Y comn ussion expires:
Notary Pubic Signature
28URT L EM
Print Notary Public Name
^itu�ro FUsa�aadlWordPmCnet 08ioe 2o[O�WPDGCBU IODBhrurwnv.Jeed.Bfn
r'o'ver
is
1. . J
Sep US U: U 1 : bbp Robert L Heels PH J e 1 'r'j-d '+'+ua r., -
BUiLDIN :a:
exhibit w,
CFN:2003143212
OR aooKiPage: 4912 $ 0766
A portion if Section 23, Township 24 South, Range 37 E .1st, Brevard County,
follows: Florida, more particularly described as
Commence at the Southeast comer of that Parcel 3 described in Official Records Book 985, at page 381, of the Public
Records of Brevard County, Florida; thence Norttr 88 ° &: , 58" West, along the South line of said Parcel 3 and the North
right of way 1`18 of Center Street, a 50 fc of right of way, described in Official Records Book 525, page 725 of the Public
Records. of 8 evard County, Florida, 27 i 89 fee: to the intersection srlth the Soutr^erly extension of a lino midway
between the t •u�1ding wal's for hvo t2) existing adjacent buildings also being the Point of Beginning; thence North 00 ° 54'
45' East, aloe,, saij Midway line and its' Northerly extension, 174.64 feet; thence North 89° OS' Stn West, 5.11 feet to 2
pent on a line 3,00 f yet Nest of as measured at right angles to and parallel with an existing building wail: thence North
00,1 64 08" Fa, t, alorg said line, 49.49ie ;at; thence North 89a 23'40" west 75.96 feet; thence North 68° 04'38" West,
148.01 feet to ti 9 Southwest confer of the,. Parcel 1 described in Official Records Book 34o8, at page 1996 of the Put lic
Records of Bre-% srd County, Florida; thei ice South 00o 53' 1 T' West 276.01 feetto
Street: thence S )uth 88 C 52' 58" cast along said North right of fray fine, 219.' 3 feet of the Point of 8 pint frig of Canter
PAt�KING�LOT:
A portion of Sectic 123, Township 24 South, Fiv -ige 37 East, the City of Cape Canaveral, Brevard C
pa ounty. Fonda, more
particularly descrlt 9d as follows:
Corrime,+ce at the Somthwest corner -A said Section 23; thence North 01 o C5' *, 9" East, alone the West line of said Section
23, 1227 23 feet to a) intersection with the South line of the Plat of Survey for Lorna L :hda University as recorded in
Survey, E ock 1. at pa,.le 106 of the Public Records of 9revard County, Florida; thence South 88 ° 53'34" East along said
Soutn if, :, 40.12 feet :o the Southwest corner of Parcel L as shown on said Plat of Survey for Loma Linda University;
tierce r All 01 ° 05' 9" East, along the West line of said Parcel L, 315.18 feet to a set 518 inch iron rod (Dalt,`�orn LB
6445; : al. -j being the F,a int of Beginning; thence continue North 010 05' 19" East, along the Weat line of Parcels L and M
as sho -A r. cn said Plat 0 Lorna Linda University, 245.00 feet to a found 3/4 inch It pipe with a PK Nail at the Northwest
corner o, aid .Parcel M thence South 88° 53'29" East, along the North line of said Parcel M and the South line of Center
Street a c; 't!0 Foot rlgt•,- of way as recorded In Official Records Book 826, at page 725 of the Public Records of Brevard
County. r cr:da, 133.31,. fee: to a found PK Nail and Disk (Defthom PLS 2412) at the Northeast corner of said Parcel M,
thence St ,t 100° 52', 4" West, along the Easterly line of said Parcels L and M, 245.00 feet to a set PK Nail and Disk
(Deithorn - t3445); thF ce North 831, 53' 29" West, 183.80 feet to the Point of Beginning.
U 0
uDga-��@G�
DATE: June 2, 2003
TO: City of Cape Canaveral
Permitting Office
ATTN: Building Department
RE: Letter of Authorization for Permit
Gentlemen:
Please accenr '.:s rr,, :).uthcrization for Keith Gambrell I(d/b /a "A Dependable
ne! A.'AcKe e"-er; in my absence, to deliver. sign for
and L.,.ck-up kppx oved dray, sings for our permits.
Sincerely,
WIGINTON FIRE SYS MS
Michael A. McKeever
License Number: 65746100062001
Sworn and subscribed before me this 2nd Day of June 2003 A.D.
OTARY PUBLIC, STATE OF FLORIDA
BRMI SANBERS
Notary Public, Sta of Florida
My Comm exp. Sept. 2, 2W3
C,�; ; s -, CC868972
4356 FORTUNE PLACE, SUITE D • W. MELBOURNE, FL 32904 • (321) 722 -5585 ♦ FAX (321) 722 -4775
ADDITIONAL FULL SERVICE LOCATIONS:
JACKSONVILLE (904) 262 -6107 ♦ MIAMI (305) 888- 2402.ORLANDO (407) 831 -3414
WEST PALM BEACH (561) 540 -4420 • TAMPA (813) 623 -2333
09/26/2003 13:31 3217849435
'09/17/2883 15:46 3217849435
PAGE 01
rA;& 0t
CwwWwmamwLj�l DOW
bg1�f�1W1A
' a.iwINPa m i���aahslrnvw�
4. 0brANW.
a. Nr w0w"lm,Nlf"nwm
4010 FQftw ftW SLLW D
wmmwbmw%FL 3w
b. PNnrtu9woit11)10
l�is � ??x:75
a Plot rt�iwAnb
L • *AV. l�ilreasrdaO�wdM
. � 4. ;.•,,.: •'1"rirnN all i~ N5IrVM bF
e !*d1r
HMO +dsdr� wt
�. ph a.
C. f+1Ce YXIA M Ms, nM,NaniYtbTfiorisawbMwfsi
Scott E11�S
Cte(c Of Courts Bmvat4 County
#NsM5 00 SBN: 0.00
Trust 1.00 ftec� .,x:0.00
0.00 nt Ta)c: 0.00
Mtg: 0.00
7. l MwM► rrlble► flwflbtdPbiMdulprbdbfrOwN►Mf+on rd�lsaaMrrdoapr�lbr *r�lMwwdapar" 'by
ago" O)T..ftdftSIIfHow
�. Nbnpe��r;�.�.MioNMy4e
W COMR BTREE'T' SU" 01 +o
OAPRCAlfNd9ROL, FUXMA�
b. PfrarM nsrAw: �{ 1a301�a .
a P�wwbsr(e�ImK4sMMeRMf�cs�oo 321-Twam
• Inadd�or ►faA11+MM,f�Mrdripyr�Mlfri ial - i 10owSOr{ )bm""aooprrof" fiver fwdwttror~bl
vw" 71J.18(1w ft*b Mra
L N Pm snd FMK
b. FlMwrIs NO
a. fsocrMnlim (4 "Arl 1IM p lbylwd mwollwX
pd"m
wd�ddz a
Tenn tpirea vvv.. - 4wo-
N,�,•1Pafw�lforfbf�'f �' iYM�K7atP1�1 'fl�IYOrLY'I+Df�oANN.Ytrrrnt
09/17/2003 09:34 3217849435
City of C4" Cam"
Wlding DgmtMvnt
105 Polk Ave.
Ca" C4 maveral, JtL. 32920
Dear SiflMa4w:
RE DuLucia tics Re"Vation
This letter is to inform you that Wiginton Mae Systems is our sub ��o� the
refire tmed projwt. Also, as the owrWILgcat, we ace wdwfiziug
to matte sdditions and/of modificadona to the property.
f
7r-
Sworn to befa m W this fl day of -= ' 2003
Z4W
�
Sry MY CMKIM # DD gm
M May 12 M05
eoro�emur�rypao�eel� %
PAGE 01
BXUV.G241 - Fire Resistance Ratings - ANSI/UL 263
QUnderwritim
L)iobomtorles Inc.
BXUV.G241
Fire Resistance Ratings - ANSLIUL 263
Page 1 of 4
Page Bottom Questions? Previous Page
Guide Information
Fire Resistance Ratings - ANSI/UL 263
Design No. G241
December 02, 2002
(See item S)
Restrained Assembly Ratings --1 and 1 -1/2 Hr.
Unrestrained Assembly Ratings —1 and 1 -1/2 Hr.
I etas Of
Tee SYM
1. Normal- Weight Concrete — Siliceous or carbonate aggregate, 150 pcf unit
weight, 4000 psi compressive strength.
htlp : / /database.ul.comlcgi- bhVXYVI template lLISEXTIIFRAMElshowpage.hbnl ?name =B... 9/21 /2004
BXUV.G241 - Fire Resistance Ratings - ANSIML 263 Page 2 of 4
2. Welded Wire Fabric — 6x6 — Wl AxW1.4.
3. Metal Lath — 3/8 in. rib, 3.4 lb /sq yd expanded steel; tied to each joist at every
other rib, and midway between joists at side laps with 18 SWG gals steel wire.
4. Steel Joists -- Type l OD, min size; spaced 24 in. O.C., welded to end supports.
Steel bars, 1/tin. diam, welded to top and bottom chord of each joist, for bridging.
5. Acoustical Material* — Nom 24 by 24 or 48 in. lay -in panels. When nom 24 by
24 m. lay -in panels are used, the Restrained and Unrestrained Assembly Ratings
are 1 Hr. Border panels supported at walls by min 0.016 in. thick (26 MSG) painted
steel angle with 1 in. legs; or, min 0.016 in. thick (26 MSG) painted steel channel, 1
5/8 in. deep with 1/2 in. top flange and 1 in. bottom flange. (S)-- surface perforations.
ARMSTRONG WORLD INDUSTRIES INC — Type 1/2,5/8 or 3/4 in. Type P
(S).
6. Steel Framing Members* — Main runners nom 12 ft long, spaced 4 ft OC. Cross
tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OC. When
the ceiling is composed of nom 24 by 24 in. lay -in panels, cross tees nom 2 ft long,
installed perpendicular to 4 ft cross tees midway between main runners.
ARMSTRONG WORLD INDUSTRIES INC — Types AFG, AFG -A . Type
GLBP (consisting of main runners, 4 ft cross tees and steel straps) for use with 24 by
48 by 5/8 or 3/4 in. Type P lay -in panels.
BPB AMERICA INC — Types PAC, PCH, PCS
CHICAGO METALLIC CORP — Types 250,260,1250,1260,1850,1860; Type
1250 cross tees (1242 and 1244).
6A. Steel Framing Members* — Main runners -10 or 12 ft long, spaced 4 ft OC.
Cross tees - nom 4 ft long, installed perpendicular to main runners, spaced 2 ft OC.
When nom 2 by 2 ft lay -in panels are used, nom 2 ft long cross tees installed
perpendicular to 4 ft cross tees at midspan, spaced 4 ft OC. Border panels supported
at walls by min. 0.016 in thick painted steel angle with 7/8 in legs or min. 0.016 in
thick painted steel channel with a 1 by 1 -9/16 by %a in profile.
CGC INTERIORS, DIV OF
CGC INC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA., ZXLA.
USG INTERIORS INC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA,
ZXLA.
httn• /hintahme nl rum/ rai- hin/ XVV/ temnlate ./r.TCF.XT /1FRAMWAnwnnore htmMarne -Ft 9/71OD04
BXUV.G241- Fire Resistance Ratings - ANSI/UL 263
Page 3 of 4
6B. Steel Framing Members* — Metal pans — (Not shown) (Optional) —
Channel- shaped metal pans in various colors and finishes, installed perpendicular to
cross tees or main runners and spaced 4 or 6 in. OC. The flange edges of the metal
pans engage and interlock with the vertical tabs of the corresponding grid adapters
with tabs 4 or 6 in. OC. (See Item 6B). End laps joints of the metal pans shall occur
adjacent to main runners or cross tees. The metal pans shall each be supported by at
least two main runners or cross tees.
CHICAGO METALLIC CORP — Type 1650.
6C. Steel Framing Members* — Grid adapter — (Not shown) (Optional) — For
use with Type 1650 metal pans (See Item 6A). Angle shaped adapter with a looped
return flange; installed parallel to cross tees or main runners by engaging return
flange of adapter to the flange of the cross tee or main runner. The 48 or 24 in. long
adapters are intended for use with cross tees or main runners, respectively.
CHICAGO METALLIC CORP — Type 1650.
6D. Steel Framing Members* — Filler strips — (Not shown) (Optional) — For use
with Type 1650 metal pans. Filler strips are 0.018 to 0.024 in. thick, steel or
aluminum, 13/32 or 5/8 in. deep by 3/4 in. wide, placed between the metal pans.
CHICAGO METALLIC CORP — Type 1650.
7. Hanger Wire — No. 12 SWG gals steel, spaced 48 in. OC along main runners to
occur adjacent to cross tee intersections and main runner splices.
8. Hold -Down Clips — No. 28 MSG spring steel, spaced 2 ft OC.
*Bearing the UL Classification Mark
Page Top
UL Listed and Classified
Products
Notice of Disclaimer
UL Recognized
Components
Questions?
Products Certified for
Canada
This page and all contents are Copyright ® 2004 by Underwriters Laboratories Inc-0
Previous Page
The appearance of a company's name or product in this database does not in itself assure that products so identified have been
manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed
and covered under UL's Follow -Up Service. Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following
conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-
misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online
Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material.
In addition, the reprinted material must include a copyright notice in the following format: "Copyright ® 2004 Underwriters
http: / /database.ul.com/cai- bin /XWl template /LISEXT /1FRAME /showpaae.html ?name =B... 9/21/2004
BXUV.G241- Fire Resistance Ratings - ANSI/UL 263
Laboratories Inc.®"
Page 4 of 4
http:// database. ul. com legi- binIXYVItemplate/LISEXT /l FRAMElshowpage.html ?name =B... 9/21/2004
Meet Code Requirements
With Fire Resistive Ceiling Assemblies
Look For This Icon
Ong Fire Guard
callings throughout this
catalog•
11 o a '
• Include specially formulated ceilings
in a variety of textures
• Are the only Armstrong products
approved for UL assemblies
• Even include specially designed sus-
pension systems
Local building codes, which require
fire -safe construction for many building
applications, rely on two ratings to evaluate
compliance.
• Flame spread rating of a material
• Fire - resistance rating of a construction
These ratings are based on ASTM standards,
and compliance is determined by several
Independent nongovernmental testing ser-
vices such as Underwriters Laboratories, Inc.
Flame spread and fire - resistance ratings are
two separate issues, and they must be
addressed independently in selection and
specification.
Flame Spread Rating of a Calling
Material (ASTM E 64)
The relative rate at which a flame will spread
over the surface of the material. This rate is
compared against a rating of 0 for inorganic
reinforced cement board and a rating of 100
for red oak. Class A ceilings have flame
spread ratings of 25 or less — the required
standard for most commercial applications.
ASTM E 94 Tunnel Test yields flame spread and
smoke-developed Indices
Flre- Reslatance Rating
of a CeUbM Assembly
(ANSUUL 263 — ASTM E 119
and NFPA 251)
The degree to which (measured in hours) the
entire assembly, not individual components,
withstands fire and high temperatures.
Specifically, it is an assembly's ability to pre-
vent the spread of fire between spaces while
retaining structural integrity.
The resulting fire - resistance rating relates to
the assembly in its entirety and is published
or classified in the UL Fire Resistance
Directory.
For Canada
Flame Spread Rating
of a Ceifling Material
(CAN/ULC - S102M)
The relative rate at which a flame will spread
over the surface of the material. This rate is
compared against a rating of 0 for inorganic
reinforced cement board and a rating of 100
for red oak. The required standard for most
commercial applications.
Fire - Resistance Rating
of a Calling Assembly
(CAN/ULC - S101M) and
ANSI/UL 263 - ASTM E 119
and NFPA 251
The degree to which (measured in hours) the
entire assembly, not individual components,
withstands fire and high temperatures.
Specifically, it is an assembly's ability to pre-
vent the spread of fire between spaces while
retaining structual Integrity.
The resulting fire- resistance rating relates to
the assembly in its entirety and is published
or classified in the UL Fire Resistance
Directory.
220 TechUne • 1- 877 - ARMSTRONG
Two types of fire -rated
construction assemblies pertain
to acoustical ceiling systems:
Roof /Ceiling Assemblies
Ceiling system, lighting, HVAC outlets and
other penetrants through the ceiling, the
plenum, roof support structure and roof
assembly including deck, insulation and
roofing system.
OW
INSUL
nnmi
MM17
MM aWWWrM
Um AM FMftUM
Um FDff= ACCUMM
rDnsF B LAY
-M
Assemblies
Ceiling system, lighting, HVAC outlets and
other penetrants through the ceiling, the
plenum, structural system, subfioor and fin-
ish floor.
,�=
�mmere
Use Only Fire Guard
Products for
Fire -Rated Assemblies
Armstrong ceiling panels and suspension
systems listed in fire -rated assemblies are
designated as Fire Guard products and are
identified with the Fire Guard icon through-
out this catalog.
Fire Guard Cellings are specially formulated
to provide enhanced resistance against
structural failure.
Eire Guard S apoyAon %Mj@ s have
patented expansion reliefs, to help maintain
structural integrity of the ceiling.
Main Runner expansion relief
Selecting the Right UL
Fire -Rated Assembly
1. Establish the hourly rating needed to
meet code requirements.
2. Determine the existing or planned
building elements, including structural,
mechanical, electrical and finish
materials, in the fire -rated assembly.
3. Refer to the Fire Resistance Rating
Summary on pages 222 -223 to
determine the UL design numbers and
ceiling system products that correspond
to the fire -rated assemblies that meet
your needs.
4. Refer to the Fire Resistance Selector
on page 15 for a list of Fire Guard fire
resistive ceilings.
5. Review performance data for specific
Fire Guard ceilings and suspension sys-
tems throughout this catalog that meet
your design criteria for final selection.
TroubleshooNM Tips
• UL listed designs designate minimum
ceiling panel thickness. For example, if
a 5/8" "Type P" product Is specified In the
assembly, a 3/4" °Type P" product may
also be used. However, scored Fire Guard
ceiling panels are considered 5/8" thick,
not 3/4 ".
• All penetrations through the ceiling, such
as light fixtures and WAC outlets, must
be taken into account in determining
fire -rated assemblies. For applicable
assemblies, Armstrong Fire Protection
Board (Item #850), nominal 2' x 4' x 5/8"
or thicker Type "P" board with nonde-
script surface pattern and containing a
U.L Label providing both Surface
Burning Characteristics and Fire
Resistance Classification Ratings is
available for tight fixture and air duct
outlet protection.
• Any deviation from the listed assembly,
such as the addition of thermal insulation,
substitution of a specified product or field
painting of ceiling panels, must be
approved by local authorities.
• Certain types of building assemblies,
such as wood truss construction, are riot
currently rated with acoustical ceilings.
However, a relatively new design (13285)
provides for acoustical ceiling assemblies
In metal buildings.
Armstrong Resources Available to You:
• Summary listing, Fire Guam ceilings - page 15
• Summary listing, UL Rated Ceiling Assemblies - pages 222 -223
• TechUne assistance - 1-877- ARMSTRONG
www.arinstrong.com
221
lD
N
UL Fire Resistive Ceiling Assemblies
mass" t tMAZMM
UL DESIGN cowiffTE TILE SM O1 TM M ON DNm
DM 00FUM MOWN TYPE Mon TNIDIQIESSS & TYPE• THMKN 88 W.M. OPM,I 0 Sa Ta w
CONCRETE FLOMCMUNO ASSEMBLIES
CONCRETE ON FULL r r D AR DECK
4- Hour — Concealed Grid
I A011 1.4)
2 -12°
12" x 12°; P
SS°
I None
I None
la
3- Hour — Concealed Grid
1, A012 (31-4)
2 -V2"
12" x 12°; P
&8°
25
1.576
8
CONCRETE ON FLAT CELLULAK FLUTED
OR BLEND
DECK
4- Hour — Concealed Grid
A011 1.4
2 -12°
12"x 12°; P
S8°
None
None
6
3- Hour — Concealed Grid
A012 (31
2 -12"
12'x 12°; P
Sw
25
576
6
3- Hour — Exposed Grid
A211
31
24° x 48°; P or PC
SS°
24
576
1.2
A212 (200-3)
2 -12°
48" x 48°; PC
Sdi
25
158
1,2
38° x 60"; PC
30"x 60"; PC
D216
3-1/4°
24" x 24 °; BF
SS° ((PP or PC)
24
576
1,2
24" x 24° to 30 x 60"; P
34' (BP)
24" x 24° to 36" x 80° or
48° x 48°; PC
2- Hour — Exposed Grid
A202 (246 -2)
2 -12°
46" x 48°; PC
SS°
24
576
1, 2, 4
36"x BO°; PC
3 (1 hr only)
38" x 36°; PC
30" x 60°; P or PC
301 x 301; P or PC
24 °xW,Por PC
24" x 48°; P or PC
24° x 361-, P or PC
24° x 241; P or PC
20'x 6V, P or PC
D216
2 -12°
24° x 24 °; OF
S8°(P or PC)
24
576
1, 2, 4
24'x 24° to 30" x 60°; P
314° (BF)
3 (1 hr oft
24° x 24° to 36° x 60° or
48° x 48°; PC
A910 (220 -2)
2 -12°
24° x 48"; P or PC
&V
24
576
i, 2
24° x 24 °, P or PC
CONCWWM ON FUMED OR COMMAT®
DECK
3- Hour —,Goncealed Grid
4033 (2183)
3-Vl°
12° x 12° to 12'x 38° or
34° (BgFF- P)
25
288
6
12'x 12° to
24" x 241 BF, P, or PC
or 6J;°(PC)
3-Hour— Exposed Grid
6268
3-12°
24'x 24°; OF or P
58° (P or PC)
24
255
1, 2
24° x 48°; P or PC
or 3r4°
244our— Concealed Grid
0028(92-2)
2 -12°
24'x 24"; BF or P
34° or
S8°
25
576
8
8031 (287 -2)
2 -V2"
12'x 12° tD 12°x38° or
3W on or
25
288
8
12'x 12° to
58° (P m PC)
24° x 241 BF, P, or PC
G023 (322 -2)
2 -12°
12° x 12'; OF or P
w
24
288
6
24" x 24 °, BF or P
2-How—Exposed Grit
0288
2 -12°
24° x 24 °; OF or P
S8° (Pp or PC)
24
576
1, 2, 4
24'x 48"; P or PC
or 34° (BF)
0288
2 -12°
24° x 24 °; P
S8°
24
113
1,2
24'x 48°; P
02114
2 -3/4°
24° x 48°; P
5$°
17
57
1,2
20" x 60"; P
CONCRETE ON METAL
OR COINED
DECK
3- Hour — Concealed Grid
0038
3-V4"
12" x 12°; P
b'8"
14
81
6
12°x24";P
6030 (873)
3°
12'x 12° to 12'x 36° or
3r4°
None
None
8
12° x 12° to
24° x 24°; OF or P
3- Hour — Grid
0220 (232
3-14°
24" x 481; P or PC
513°
20
576
1,2
2- Hour — Concealed Grid
6022
2 -Ve
12" x 24°; OF or P
3r4"
16
57
6
0028 (82 -2)
2 -12°
24° x 24 °; BF or P
3(4° F) or
25
578
8
b1i°
G036
2 -12°
12'x 12°; P
S8"
14
81
6
12° x 24°; P
6032 8-2
20
12'x 12',
S8"
None
None
8
2- Hour — Exposed GrW
0209(40-2)
31
24" x 48°; P or PC
58°
8
None
1,2
24° x 241 P or PC
0244 (240 -2r
31
24" x 48°; P or PC
SS°
24'
576
1, 2, 4
24" x 241; P or PC
20" x 60°; P or PC
0210 P53-
2 -12°
24" x 241; BF or P
3r4°
24
113
1,2
0216(74-2)
2 -UL°
24'x 48°; P or PC
56°
8
None
1.2
24" x 24 °; P
0217 (53-2)
2 -V2"
24" x 481; P or PC
S8 °
8
57
1,2
24'x 24°; P or PC
20" x 601; P or PC
0228 (324 -2)
2 -12°
24° x 48°; P or PC
SS°
20
576
1, 2, 4
24° x 24 °; P
20" x 60'; P or PC
0242 (210 -2)
2 -12°
24° x 46"; P or PC
SS°
8 1
None
1,2
Numbers h parentheses are wI&W ULI design members.
Soma urrb sites are no longer avallabis as sffiMmd items; some duns haute addft DnEd sizes .
t see design detells In UL Directory
222 TechUne • 1- 877 - ARMSTRONG
PANEL OR
CONCRM TILE SUR
THICKNESS 8 Tom'
wnc iR115-re ON MIE -TA
L LATM FUSSED
OR CVORRUMTED
DECK (CONT.)
L004 9-1
NA
12'x 12"; P
314' or 58°
2- Han - Exposed Grid
0243 (230 -2p
2 -12°
24° x 48°; P
581
16`
576
1,264
81
9
1- Han - Exposed Grb
20°x60°; P
NA
24° x 48°; P
56°
is
0238 (21 -2)
2 -12°
24' x 48'; P
58°
Norte
Norte
1,2
24
227
1,264
DOUBLE -PLY WOOD
24' x 24'; P
3 x B WOOD JOISTS
142 - Han - Exposed Grad
1.208(841M
NA
0280
2 -W1
30° x 6V, P or PC
58°
20
113
1'g
1, 2
1- Hour - Exposed Grid
P216 (RCS -1)
2°
20' x 6(°; P or PC
58°
16
57
1,2
P210 1)
1° Mtn & Max
24 °x48°; P cr PC
58°
10
57
1, 2
P211 (14103 -1 )
1' Mtn to 2° Max
24'x 24°; P
SB°
16
57
11.2
1- 124Han- Caxaated Grid
0027 (7-1 V2)
2'
12"x 12°; BF or P
314' (BF) w
25
576
B
Unitrnited Max
24° x 24°; BF, P or PC
58°IP
3,4
0029 (21 -11/4)
2°
24° x 24 °; OF or P
3/4° F) w
25
576
8
P227
1° Min to
24° x 48°; P or PC
58°
58'
255
11,2
1- Han - Exposed Grid
0241(32-1)
21
24° x 48'; P
58°
Norte
None
1, 2
P280""
1' Min to
24° x 48°; P or PC
24° x 24 °, P
24
575
1
I WOOD DECK/CEILING ASSEMBLIES I
DOUBLE -PLY WOOD i
OR PLYWOOD
, 2 x 10 WOOD JOISTS
1- Han- Corxtealed Grid
L004 9-1
NA
12'x 12"; P
314' or 58°
Norte
Norte
8
L008
NA
12'x 12°; BF or P
12'x 24°; BF or P
314° (BF)
58° (P)
14
81
9
1- Han - Exposed Grb
L209 (30-1)
NA
24° x 48°; P
56°
is
110
1,2
NNNNNN
L210 (51 -1)
NA
24° x 48°; P
24° x 24°; P
58°
24
227
1,264
DOUBLE -PLY WOOD
IDt PLYWOOD),
3 x B WOOD JOISTS
142 - Han - Exposed Grad
1.208(841M
NA
24°x48°; P or PC
24° x 24 °, P
I 58°
I Norte
I Now
1, 2
RAF /CEILING ASSEMBLIES '
STANDUP SEAM E"IDSED METAL ROOF
1 -12 + 1 -Has- 10286"" S� pestgn 24° x 48°; For PC 3r4° (P) 24 578 1
Exposed Grki Details 24' x 24°; P or PC 58° (PC)
PRECAST CONCRETE PLANK
2- Hon -Care ated Grp I PW4 WA-:* 2° 12° x 12°; OF or P 3r4° None Norte B
L!(iFi7WEll?HT 111MRATW® C1WKNWM ON FIRMED OR f"HW =ATM nMK
2- Han - Exposed Grid
P216 0=4-2)
2°
24'x 46°; PC plus
5B° PC Pius
16
57
1,2
Uri tmited Max
24° x 48°; Gypsum Bd.
V1° Bd
P227
P219
2°
24° x 48°; PC plus
58° PC plus
16
57
1,2
1- Hour - Exposed Grid
P283
Unlfrnited Max
24°x48°•, Sd.
12° Gypsum Bd
24
576
1,X4
P251
2 -3/4° Min
to 6 314°"
24° x 48°; P or PC
24' x 24 °; BF, P, or PC
20° x 60°; P w PC
SW IF or PC)
W (BF)
24
576
1, 2, 4
1
142 -Has- Grid
P231
3-38°"
24° x 48°; P
58'
24
255
1, 2
1- Hour - Exposed Grid
P216 (RCS -1)
2°
24° x 48°; P
58°
16
57
1,2
MINERAL—FIBER (iLRSS-FlBER, OR COOMPOSI E ROOF INSULATION ON FLUTED METAL ROOF DECK
INSU ATM �
142- Hour - Exposed Grid
P225
1° Min to
24° x 48'; P or PC
SW
24
255
1.2
Uri tmited Max
20° x 60°; P or PC
314' (BF)
P227
1° Mtn to
24° x 48"; P or PC
Wits)
24
255
1,2
1- Hour - Exposed Grid
P283
Unlfrnited Max
24' x 48°; P or PC
SW (P or PC)
24
576
1,X4
Paso—
1' Mtn to
24° x 48"; P or PC
314°
24
113
1
UNlmited Max
24° x 24 °• P or PC
&r
1- Han - Exposed Grbd
P208 18-1)
1' Mtn & Max
24° x 48°• P
58°
18
113
1,2
P210 1)
1° Mtn & Max
24° x 4r; PC
58°
10
57
1, 2
P211 (14103 -1 )
1' Mtn to 2° Max
24° x 48°; PC
SB°
16
57
11.2
P226
1' Mtn to
24' x 48°; P or PC
58° (P or PC) or
24
576
1, 2,
Unitrnited Max
24° x 24°; BF, P or PC
3/4° (BF)
3,4
20' x 60'; P or PC
P227
1° Min to
24° x 48°; P or PC
58°
24
255
11,2
Unibn6ed Max
24' x 24°; P or PC
P280""
1' Min to
24° x 48°; P or PC
314°
24
575
1
Unihrtited Max
24° x 24°; P or PC
58° (PC)
E;na�_yUl;rt�ya, r!�.Y �'��'(• ?•7:�3�a: ❑ _u.
1 -12- Hour - Exposed Grid
P253
2 -12' Mtn to
24° x 48°; P
58° (P)
24
254
1, 2, 4
UnUmfted Max*-
24° x 24°•, OF
314' (BF)
20° x 60°; P
1- Hour - Exposed Grid
P283
2 -12' Min to
24' x 48°; P or PC
SW (P or PC)
24
576
1,X4
Unlimited Max—
24' x 24'; BF, P or PC
314' (BF)
20° x 6o°; P or PC
F43UMED GNPSUMt CONCRETE OVER FDR BOARD
1 -12- Hon - Exposed Grid 10217 (1014" 1 -12° 1 24' x 6(°; P 58° 116 1288 1.2
U WA INVERTED ROOF MEMBRANE ASSENISLY)
1 Han - Exposed Grid I R21Cartada) I ll Mn 6 o Max 124° x 4: gp r PC I W 124 1 255 11, 2
Numbers In parentrmaes ere odexml UL1 destgn m,mbem.
Some unit sizes me w forte ave0able as stantlmd Rehm: some deslgm Include addillonal sizes
1 See desIgn details in UL D reatM
WHAT YOU NEED
TO KNOW TO USE
THIS CHART:
K you are unfamiliar with
UL Fire Resistance
Ratings, begin with a
review of meeting Code
Requirements, pgs. 220
& 221.
As explained there, thew
ratings are applied to cer-
tain types of roof/cet8ng
and floor /ce tg c omtruction
assemblies, which are
tested and assigned hourly
ratings mandated by
building codes or other
building safety requirements-
REMINDERS:
1. UL tests rate an entire
assembly. No ceiling
or grid product alone
constitutes a fire rated
assembly.
2. You can use only the
specific type, size and
minimum thickness of
Fire Guard ceilings or
grid Identified in each
assembly.
3. This table Is a guide. To
purchase a copy of the
UL Directory;
Underwriters
Laboratories, Inc.
Publications Stock
333 Pfingsten Rd.
Northbrook, IL 60082
(to].) 847- 272 -8800,
ext. 42612 or 42622
KEY TO PANEL AND
TILE TYPES
PC= FINE FISSURED
Ceramaguard #605,
607 & 608
OF - CIRRUS #579
P = All other products
designated Fire
Guard in this catalog
° Allows flat-board fixture
protection
"Concrete plus insulation
thickness
Plank plus [mutation
thickness
— Square edge ceiling
panels only
KEY TO GRID
SYSTEM TYPES
1 =AFG and FST 6000 -
PRELUDE Fire Guard
and XL Fire Guard
with steak cap
2 =AFG -A and FST 6000A-
PRELUDE PLUS Fire
Guam and XL Fire
Guard with aluminum
cap
3 = FSL - SILHOUETTE
Fire Guard Bolt -Slot
4 = FSLK - SUPRAFINE
Fire Guard with steel
cap
5 = Concealed Suspension
System (see Design
Details In UL Directory)
223
1
tD
I
CN�
m
�N
N
(D
Q
m
W
Fire Resistance Look for this icon identifying
H these Fire Guard products A"9
Best Products throughout this catalog.
Key Selection
assemblies. Although all
compliance with ANSI/UL 263 Find basic facts about Fire
Attributes
Armstrong ceilings meet ASTM E
(ASTM E 119 and NFPA 251).For Resistive Ceiling Assemblies,
These Armstrong ceilings are
84 flame spread (Class A) stan-
a listing of these UL assemblies, pages 222 and 223.
available in exclusive Fire Guard
dards, only Fire Guard products
see Fire Resistive Roof /Ceiling
formulations, tested and listed in
are approved for UL Fire
and Floor /Ceiling Assemblies,
specific UL time - related design
Resistive ceiling assemblies.
pages 224 and 225.
M
These assemblies are tested in
UL CI 900d
SUBSTRATE ACOUSTICS
FIRE SAO UGHT SKID PACs
PRODUCT MATERIALS TEXTURE NRC AC
CAC RESIST RESIST REFLECT 18118° 9/18° COST
ARMATUFF Mineral Medium 0.50 -
35 0.85 • $
Pgs. 40-41 Fiber
•
C�
CIRRUS
Mineral
Fine
0.40 -
35
0.83
•
•
$$
Pgs. 42 -45
Fiber
®
[�
®
M
Clean Room VL
Mineral
Smooth
0.10 -
40
0.83
•
$$
$$
Pge.88 -87
Fiber
®
[�
®
Its
CORTEGA
Mineral
Medium
0.55 -0.60 -
35
Standard
0.80
•
•
$
Pgs. 68-71
Fiber
a
CORTEGA Second Look
Mineral
Medium
0.55 -
40
Standard
0.80
•
$
$
Pgs. 72 -73
Fiber
H
C,�
I9
DESIGNER
Mineral
Coarse
0.55 -0.60 -
35
Standard
0.80
•
•
$
Pgs. 78-77
Fiber
Medium
0.55 -
35
H
Standard
0.80
•
$
(3j
DUNE
Mineral
Fine
0.50 -
35
®
0
0.83
•
•
$
P98.78 -79
Fiber
H
®
5
A
FINE FISSURED
Mineral
Medium
0.55 -0.60 -
35
0.84
• •
$
Pgs. 82 -85
Fiber
®
1
FREE FISSURED
Ceramic and
Medium
0.55 -
40
0.80
•
$$
Ceramaguard (Perforated)
Mineral
H
19
Pgs. 86-87
Fiber Composite
(D
FINE FISSURED
Mineral
Medium
0.50 -0.55 -
30 -35
0.84
•
$
Q
Second Look
Fiber
®
[VJ
C,�
I9
Pgs. 92-93
FISSURED
Mineral
Medium
0.55 -
35
Standard
0.80
•
$
(3j
Pgs. 94-95
Fiber
®
0
ID
A
GEORGIAN
Mineral
Medium
0.55 -
35
0.83
•
$
Pgs 98-97
Fiber
H
®
o
:L
TUNDRA
Mineral
Medium
0.50 -
35
0.859
•
$
Pge.IM120
Fiber
®
I
I
■7J
�
VL ( Perforated)
Mineral
Fine
0.55 -
35
0.81
•
$$
m
Pgs. 88-87
Fiber
�
®
FLV
sag
I
Guard
3a ,Humd dPom
CO)
a
0
11
15
too-r.
0
W,.
® PpO-! l ^ -n xt- S- e7o4ric ho)•• --
4* AAx (�VT. 45, `.
���
�z y V
TYI+
7-yf CA DA4,144,41 +
lW 4
't.
i
- T',)rICAL f,P-pPiOep t
tor PAk P-'fi►i►®04
311 o
Pe ry
le
Plv uf k- ek�j. #A
pllef�j ill f Plr°
'�>s Lt.3aw e9r-Prt+Git �t env -r'ts}ri
CAM C-A,^1 V I&.pi e4 L- r �d- • .
,,Ijm o,# 1Nrr- j,-r6 ,Tr
.�•voa r.. A7 *r+e- kJ.
r-oLL*W/^f& 15; f/VfiPfLs%AT1mVk1 Ft"we- VTF-I>
04 FLAOIJ Rr. v taw c0mr -cT1P-i " la-T .
2. Ni�.�- t +,c�atc�tz t°.• �xtS'it��
,4, . ALL '51 A IPL 7 �' rr.,x l s-rt Ncr ►
AM ri Iva ��.�v•)
-TO ' lLr —foig- �5ti
/Yof I'H W 9 S1 14r or r
rt.t4Tft ►er4 tr Lc-�AD d�- Ar"�rQ°�►S p� v1
ppr�. +•vcy5 fA�+' P5o �A�7 posy:.,
, ,Vp t�.�e t�'r . 1. iiA- "i�aF�► "re ;a,.%Mp PL&,OP- ,
�• ifZ1N6�.J�G �GtfN'i°�IN�t��y�1`�'T�.a�'. Gov :1EFi5l(�j �,xt5'rjll9G
a. Aw. - rpmrvr fwwGy Abet. V-oMG4TS;,,
Jar l� I'T f e~� >~- 1-r'1�)c►• _a; th
0FF�ACE Copy
FACILITIES AREA MANUAL LAND DATA BOEING ATLANTIC TEST CENTER
�- - - - - -- SERVICE ROAD--- -
mTTfrffTTl I TT1IT�TJi-Tm -n-m -r T
"'S� I I I
PLANT
CE
(I G.E. OFFICE
BUILDINGuj�J BUILDING
� I I
.
I ( IIIII'' V
'Il�ll a� MANAGEMENT OFFICE !i{g : BUILDING ADDITION
WXBR I I ui5 MQ• �i6-1 v4A
I I _
J
.CENTER ST.
rrrr . d
ZI-
c=o_
9 `
�
v�
f.'i � I
�1��111111111111 4 I-!,
���I TAFETERIAS ®\ "\V
us
at
G.E. nr
.E. FICE
BU 1
OWNERSHIP DATE: PAGE
4 -15 -70 ,
LEASED PLOT PLAN SCALE OF FEET: NTH 4 -2
AEROSPACE COMP LEX 0 so 1 0
704.1333 Steam boilers. Every steam boiler car-
rying more than 15 psi (103 kPa) pressure with a
rating in excess of 10 boiler horsepower (98 kW)
installed in a building other than one of Group F
occupancy, shall be located in a separate room or
compartment, shall not be located under a means
of egress and shall be separated from the rest of
the building by construction having at least 2-
hour fire resistance. This rating may be reduced
in accordance with the hazard existing when in
the opinion of the building official it is desirable
to provide for explosion venting upward.
704.133.4 Refrigerant system machinery rooms.
Where required by the Florida Building Code,
Mechanical because of refrigerant type, amount,
system classification and occupancy, a Level 2
machinery room shall be of noncombustible con-
struction. A minimum of 1 -hour construction shall
separate the machinery room from other occupied
spaces. A minimum of 3/4 -hour C- labeled doors
shall be used when separating from other occupan-
cies.
704.1.4 Hazardous occupancies
704.1.4.1 The separation of a hazardous occupancy
from other occupancies shall be in accordance with
Table 704.1.4.
TABLE 704.1.4
HAZARDOUS OCCUPANCY SEPARATION
REQUIREMENTS
OCCUPANCY H1 H2
H3
H4
A NP 4
B
4
4
NP 2
D
2
1
NP 4
E
4
4
NP 4
F
4
4
NP 2
HI
1
1
— NP
H2 NP
NP
NP
—
H3 NP 1
1
—
2
I
H4 NP 2
1
I NP 4
M
4
4
NP 2
R1,2,3, and 4 NP 4
2
4
2
4
S1,2 NP 2
2
2
Note:
NP = H I occupancies not permitted to be attached
to other occupancies
or other H subclassifications.
704.1.4.2 The separation of a hazardous occupancy
subclassification shall apply only to storage areas.
704.1.4.3 Building areas intended for the use, process-
ing, manufacture or generation of materials having dif-
ferent hazard classifications, all of them being Group
H, need not be separated further within the confines of
the Group H occupancy provided the requirements for
each hazard are met.
FLORIDA BUILDING CODE — BUILDING
704.1.3.3.3 - 7042.1.5
704.1.4.4 Accessory areas, other than assembly occu-
pancies, that do not exceed 10 percent of the allowable
area for the hazardous occupancy subclassification in
Table 500 and that do not exceed 1,500 sq ft (139 m2)
shall not be required to comply with 704.1. Where
accessory areas are separated from hazardous occupan-
cies by partitions, the partitions shall be not less than 1
hour fire resistant construction with an opening protec-
tion rating not less than 3/4 hour. Opening protection
shall be either self - closing or automatic - closing in
accordance with 705.1.3.2.3.
704.2 Interior wall and partition fire separation require-
ments
704.2.1 General
704.2.1.1 This section shall apply to the fire separation
requirements of interior walls and partitions for the
various occupancies and types of construction.
Partitions of higher fire resistance rating required by
other sections of this code may also serve to meet the
requirements of this section.
704.2.1.2 All partitions enclosing vertical openings
such as stairways, utility shafts and elevator shafts
which are required to have a fire resistance rating shall
extend from floor to floor or floor to roof. These walls
shall be continuous through all concealed spaces such
as the space above a suspended ceiling. The supporting
structure shall have a fire resistance rating equal to or
greater than the fire resistance rating required for the
vertical enclosure. Where the openings are offset at
intermediate floors, the offset and floor construction
shall be of construction having a fire resistance of not
less than that required for the enclosing partitions.
704.2.1.3 All other partitions required to have a fire
resistance rating shall extend from the top of the floor
below to the ceiling above and shall be securely
attached thereto. Where said ceiling is not a part of an
assembly having a fire resistance rating at least equal to
that required for the partition, the partition shall be
constructed right against the floor or roof deck above.
704.2.1.4 Corridor partitions, smokestop partitions,
horizontal exit partitions, exit enclosures, and fire rated
walls required to have protected openings shall be
effectively and permanently identified with signs or
stenciling in a manner acceptable to the authority hav-
ing jurisdiction. Such identification shall be above any
decorative ceiling and in concealed spaces. Suggested
wording: FIRE AND SMOKE BARRIER PROTECT
ALL OPENINGS.
704.2.1.5 Any required smoke barrier shall be continu-
ous from outside wall to outside wall, from floor slab
to floor slab or roof deck, from smoke barrier to smoke
barrier, or a combination thereof, including continuity
through all concealed spaces such as those found above
suspended ceilings however, smoke barriers are not
required in interstitial spaces designed and constructed
7.5
, 7042.2 - 704.4.1
with ceilings equivalent to smoke barriers. Smoke bar-
riers shall be of 1 -hour fire resistant construction.
Fixed wired glass vision panels shall be permitted in
such barriers provided the panels do not individually
exceed an area of 1,296 square inches (0.84 m2) and
are mounted in steel frames. There is no restriction on
the total number of such panels in any barrier.
Exception: Smoke barriers in Group I Restrained
occupancies shall be permitted to be constructed of
minimum 0.10 -inch (2.5 mm) thick steel.
704.2.2 Partition requirements by occupancy
704.2.2.1 Group I Restrained
704.2.2.1.1 Smoke barriers shall be constructed in
accordance with 704.2.1.5.
704.2.2.1.2 All interior partitions in Type I and Type
11 construction shall be of noncombustible construc-
tion.
704.2.2.2 Group I Unrestrained. Smoke barriers shall
have a minimum 1 -hour fire- resistance rating and be
constructed in accordance with 704.2.1.5.
704.2.23 Group R Residential. Nonfire rated parti-
tions may be constructed within small residential
care /assisted living facilities (Group R4 Small
Facility), one- and two - family dwellings and within
individual dwelling units unless required by Table 600.
The tenant separation in a two - family dwelling shall
comply with 704.3.
Exception: Shaft enclosures in Group R4 occupan-
cies shall be enclosed and protected in accordance
with the requirements of Table 705.1.2.
704.2.3 Partitions within tenant space
704.23.1 Partitions dividing portions of stores, offices
or similar places occupied by one tenant only, which do
not establish an exit access corridor serving an occu-
pant load of 30 persons or more, and partial partitions,
may be temporary or permanent and constructed in
accordance with 609 without fire resistance, provided
that:
1. Their location is restricted by their method of
construction or by means of permanent tracks,
guides or other approved methods.
2. Flammability shall be limited to materials having
an interior finish classification as set forth in
Table 803.3 for rooms or areas.
704.2.4 Exit access corridors. Fire resistance rating of
exit access corridors shall be in accordance with Table
704.2.4.
TABLE 704.2.4
FIRE RESISTANCE RATING OF EXIT ACCESS CORRIDORS4,7
OCCUPANCY
OCCUPANT
LOAD
FIRE RESISTANCE
RATING (hours)
Sprinklered
Unsprinklered
A,B,F,M,S
less than 30
0
0
A
30 or more
1
1
B,F,M,S
30 or more
0
1
D6
All,
0
1
R1,R2,R3
less than 10,
0
0
Note 1
R1,R2
10 or more,
1/2
1
Note 1
R4
16 or less
0
0
R4
more than 16,
0
1
Note 1
E
Note 2, 5
1
1
1 Unrestrained
All
0
N/A
I Restrained
All
0
0, Now 3
H
All 1
1 1
1
Notes:
1. Corridors within guest rooms or dwelling units need not be rated.
2. Corridors need not be rated in Group E occupancies with rooms used either for
instruction with at least one exit door directly to the exterior at ground level or
for assembly purposes with at least one -half of the required exits directly to the
exterior at ground level.
3. Unsprinklered use condition 5 shall have exit access corridors of 1 -hour fire
resistance.
4. In buildings protected throughout with an approved automatic sprinkler sys-
tem, exit access corridor walls not requited to be rated shall, in conjunction
with openings therein and ceilings at which they terminate, resist the passage
of smoke.
5. Exterior corridors or balconies in accordance with section 1021 shall be per-
mitted.
6. Corridors need not be rated where all spaces normally subject to client occu-
pancy have not less than one door opening directly to the outside or to an exte-
rior balcony complying with 1006.2.2.
7. See Table 705.1.2 for separation requirements for bathrooms opening onto fire
rated exit access corridors.
7043 Tenant fire separation
7043.1 In a building or portion of a building of a single
occupancy classification, when enclosed spaces are pro-
vided for separate tenants, such spaces shall be separated
by not less than 1 -hour fire resistance.
Exeephoni; In Troup B and Group S occupancies, parti-
tions not rated for fire resistance may be used to separate
tenants provided no area between partitions -rated at 1
hour or more exceeds 3,000 sq ft (278.7 m2).
7043.2 In buildings with usable crawl spaces, tenant sepa-
ration walls required to have a fire resistance rating shall
extend from the underside of the floor to the ground below.
A suitable foundation shall be provided at grade level.
Exception: The wall need not be extended when the
floor above the crawl space has a minimum 1 -hour fire
resistance rating.
704.4 Townhouse fire separation
704.4.1 Each townhouse shall be considered a separate
building and shall be separated from adjoining townhous-
es by a party wall complying with 704.4.2 or by the use of
7.6 FLORIDA BUILDING CODE — BUILDING
•
•
•
•
•
•
•
•
•
•
•
1016.1.3 - 1016.2.3.4
mum 15 min duration and the motion sensor in activat-
ed by any occupant movement in the area served by the
lighting units.
1016.1.3 The floors and other walking surfaces within an
exit and within the portions of the exit access and exit dis-
charge designated in 1016.1.1 shall be illuminated to val-
ues of at least 1 ft- candle (10 lux) measured at the floor.
Exception: In assembly occupancies, the illumination
of the floors of exit access shall be at least 0.2 ft -can-
dle (2 lux) during periods of performances or projec-
tions involving directed light.
10161.4 Required illumination shall be arranged so that
the failure of any single lighting unit will not result in an
illumination level in any designated area of less than 0.2
footcandle (2 lux).
1016.15 The equipment or units installed to meet the
requirements of 1016.3 shall be permitted also to serve the
function of illumination of means of egress, provided that
all requirements of 1016.1 for such illumination are met.
1016.1.6 Sources of Illumination
1016.1.6.1 Illumination of means of egress shall be
from a source of reasonably ensured reliability.
1016.1.6.2 Battery - operated electric lights and other
types of portable lamps or lanterns shall not be used for
primary illumination of means of egress. Battery-oper-
ated electric lights shall be permitted to be used as an
emergency source to the extent permitted under Section
1016.2.3.4
1016.2 Emergency lighting and standby power
1016.2.1 Emergency lighting facilities for means of egress
shall be provided in accordance with this section for the
following:
1. Every building or structure where required in Table
1016,
2. Windowless and underground structures.,
Exception: One- and two - family dwellings.
3. High rise structures,
4. At doors equipped with delayed egress locks, and
5. The stair shaft and vestibule of smokeproof enclo-
sures. A standby generator that is installed for the
smokeproof enclosure mechanical ventilation
equipment shall be permitted to be used for such
stair shaft and vestibule power supply.
For the purposes of this requirement, exit access shall
include only designated stairs, aisles, corridors, ramps,
escalators and passageways leading to an exit. For the pur-
poses of this requirement, exit discharge shall include
only designated stairs,, ramps, aisles, walkways and esca-
lators leading to a public way.
10.20
Exceptions:
1. Towers occupied by three or fewer persons shall be
exempt from emergency lighting requirements.
2. Locations in towers not routinely inhabited by
humans shall be exempt from emergency lighting
requirements.
3. When approved by the building official, illumina-
tion of means of egress shall not be required in tow-
ers that are occupied only during daylight hours,
with windows arranged to provide the required level
of illumination on all portions of the means of
egress during these hours.
4. Water - surrounded structures in locations not rou-
tinely inhabited by humans shall be exempt from
emergency lighting requirements.
5. When approved by the building official, illumina-
tion of means of egress shall not be required in
water - surrounded structures that are occupied only
during daylight hours, with windows arranged to
provide the required level of illumination on all por-
tions of the means of egress during these hours.
1016.2.2 Where maintenance of illumination depends upon
changing from one energy source to another, a delay of not
more than 10 seconds shall be permitted.
1016.2.3 Performance of system
1016.2.3.1 Emergency illumination shall be provided
for a period of one and 11/2 hr in the event of failure of
normal lighting. Emergency lighting facilities shall be
arranged to provide initial illumination that is at least
an average of 1- footcandle (10 lux) and a minimum at
any point of 0.1 footcandle (1 lux) measured along the
path of egress at floor level. Illumination levels shall be
permitted to decline to 0.6 footcandle (6 lux) average
and a minimum at any point of 0.06 footcandle (0.6
lux) at the end of the emergency lighting time duration.
A maximum -to- minimum illumination uniformity ratio
of 40:1 shall not be exceeded.
1016.2.3.2 The emergency lighting system shall be
arranged to provide the required illumination automat-
ically in the event of any interruption of normal light-
ing, such as any failure of public utility or other outside
electrical power supply; opening of a circuit breaker or
fuse or any manual act(s), including accidental opening
of a switch controlling normal lighting facilities.
1016.2.3.3 Emergency generators providing power to
emergency lighting systems shall be installed in accor-
dance with NFPA 110. Stored electrical energy systems
where required in this code shall be installed and test-
ed in accordance with NFPA 111.
1016.2.3.4 Battery- operated emergency lights shall use
only reliable types of rechargeable batteries provided 3
with suitable facilities for maintaining them in proper-
ly charged condition. Batteries used in such lights or
units shall be approved for their intended use and shall
comply with Chapter 27 of the Florida Building Code,
Building.
FLORIDA BUILDING CODE - BUILDING
1016.2.35 The emergency lighting system shall be either
continuously in operation or shall be capable of repeated
automatic operation without manual intervention.
1016.2.4 Standby Power., High -rise buildings shall be
provided with Class 1, Type 60 standby power in accor-
dance with Chapter 27 of the Florida Building Code.
Building and NFPA 110. The standby power system shall
have a capacity and rating sufficient to supply all required
equipment. Selective load pickup and load shedding shall
be permitted in accordance with Chapter 27 of the Florida
Building Code, Building. The standby power system shall
be connected to the following:
1. Emergency lighting system
2. At least one elevator serving all floors and transfer-
able to any elevator
3. Mechanical equipment for smokeproof enclosures.
(See Section 412.7 for additional requirements for stand-
by power in high -rise structures.)
1016.3 Exit signs
10163.1 Exits shall be marked by an approved sign read-
ily visible from any direction of exit access. Every exit
sign shall be suitably illuminated by a reliable light
source. Externally and internally illuminated signs shall
be visible in both the normal and emergency lighting.
Exception: Main exterior exit doors that obviously and
clearly are identifiable as exits.
1016,3.2 Access to exits shall be marked by approved,
readily visible signs in all cases where the exit or way to
reach the exit is not readily apparent to the occupants.
Sign placement shall be such that no point in the exit
access corridor is more than 100 ft (30 m) from the near-
est externally illuminated sign and is not in excess of the
marked rating for internally illuminated signs.
1016.33 Every required sign shall be located and of such
size, distinctive color and design as to be readily visible
and shall provide contrast with interior finish or other
signs. No equipment that impairs visibility of an exit sign
shall be permitted, nor shall there be any brightly illumi-
nated sign or object in or near the line of vision of the
required exit sign of such a character as to detract atten-
tion from the exit sign. Floor proximity signs, where
required, shall be in accordance with 1016.3.8.2 or
1016.3.8.3.
1016.3.4 At each door into an exit stair enclosure, tactile
signage stating "EXIT" and complying with ICC/ANSI
A117.1, American National Standard for Accessible and
Usable Buildings and Facilities, shall be installed adjacent
to the latch side of the door 60 in. (152 cm) above the fin-
ished floor to the centerline of the sign.
1016.3.5 Externally illuminated signs shall have the word
"EXIT" or other appropriate wording in plainly legible let-
ters not less than 6 in. (15.2 cm) high with the principal
FLORIDA BUILDING CODE — BUILDING
1016.2.3.5 - 1016.3.8.2
strokes of letters not less than 3/4 in. (1.9 cm) wide. The
word "EXIT' shall have letters of a width not less than 2
in. (5 cm), except the letter "I;' and the minimum spacing
between letters shall be not less than 3/s in. (1 cm). Signs
larger than the minimum established in this paragraph
shall have letter widths, strokes, and spacing in proportion
to their height. Externally illuminated signs shall be illu-
minated by not less than 5 footcandles (54 1x) at the illu-
minated surface and shall have a contrast ratio of not less
than 0.5.
Exceptions:
1. Marking required by 1016.4.
2. Group R3 and Group R4 Small Facility occupan-
cies.
1016.3.6 Internally illuminated signs shall be listed in accor-
dance with UL 924, Standard for Safety Emergency Lighting
Power Equipment. The visibility of an internally illuminated
sign shall be the equivalent of an externally illuminated sign
that complies with 1016.3.5.
Exceptions:
I. Marking required by 1016.4.
2. Signs in compliance with 1016.3.4 and
1016.3.8.2
10163.7 Where emergency lighting facilities are required
by 1016.2, the exit signs shall be illuminated by the emer-
gency lighting facilities. The level of illumination of the
exit sign shall be at the levels provided in accordance with
1016.3.5 for the required emergency lighting time dura-
tion as specified in 1016.2.3.1, but shall be permitted to
decline to 60 percent of the illumination level at the end of
the emergency lighting time duration.
1016.3.8 Where the direction of travel to reach the nearest
exit is not apparent, a directional sign complying with
1016.3.5 or 1016.3.6 reading "EXIT," or a similar desig-
nation with a directional indicator showing the direction
of travel shall be placed in every location. Directional
signs shall be listed.
1016.3.8.1 The directional indicator shall be located
outside of the EXIT legend, not less than 3/8 in. (1 cm)
from any letter. The directional indicator shall be of a
chevron type and shall be identifiable as a directional
indicator at a minimum distance of 40 ft (12.2 m). A
directional indicator larger than the minimum estab-
lished in this section shall be proportionately increased
in height, width, and stroke. The directional indicators
shall be located at the end of the sign for the direction
indicated.
1016.3.8.2 Where floor proximity exit signs are
required, exit signs shall be placed near the floor level
in addition to those signs required for doors or corri-
dors. These signs shall be illuminated in accordance
10.21
1016.8.3 -TABLE 1016
with 1016.3. Externally illuminated signs shall be sized
in accordance with 1016.3.5. The bottom of the sign
shall be at least 6 in. (15.2 cm) nor more than 8 in.
(20.3 cm) above the floor. For exit doors, the sign shall
be mounted on the door or adjacent to the door with the
nearest edge of the sign within 4 in. (10.2 cm) of the
door frame.
1016.3.8.3 Where floor proximity egress path marking
is required, a listed and approved floor proximity
egress path marking system that is internally illuminat-
ed shall be installed within 8 in. (20.3 cm) of the floor.
The system shall provide a visible delineation of the
path of travel along the designated exit access and shall
be essentially continuous, except as interrupted by
doorways, hallways, corridors or other such architec-
tural features. The system shall operate continuously or
at any time the building fire alarm system is activated.
The activation, duration and continuity of operation of
the system shall be in accordance with 1016.2. =
TABLE 1016
EMERGENCY LIGHTING REQUIREMENTS
'
Occupancy
Conditions
Exceptions
o
Assembly
Private party tents < 1200 sq ft
Educational
For interior stairs and corridors,
Exempted from administrative areas,
normally occupied spaces, flexible and
general classrooms, mechanical rooms,
open -plan area, interior or windowless
and storage rooms.
portions, shops, and labs
Group I Unrestrained
If using life- support systems, supply
None
the required power from life safety
branch of electricals as required by
NFPA 99
Out patient clinics, ambulatory
If using life - support systems for other
None
than emergency purposes, supply the
required power essential electrical
system as required by NFPA 99
5
Group I Restrained
None
None
Hotels and dormitories
> 25 rooms
All rooms direct to grade
Apartment buildings
> 12 units or > 3 stories
All apartments direct to grade
R4, Large Facilities
> 25 rooms
All rooms direct to grade
Mercantile
> 1 story or > 3000 sq ft gross sales
None
area and malls
Business
> 2 stories above LED, or > 50 people
None
above or below LED, or > 300 people
total
Industrial
None
When approved by the building
official, special purpose without
routine occupancy, or daylight
operations with windows
Storage
None
When approved by the building
official, not normally occupied, or
daylight operations with windows
Day -care centers
For interior stairs and corridors,
Exempted from administrative areas,
normally occupied spaces, flexible and
general classrooms, mechanical rooms,
open -plan area, interior or windowless
and storage rooms
portions, shops, and labs
10.22
FLORIDA BUILDING CODE - BUILDING
.. I I .
1016.3.9 Signs installed as projections from a wall or ceil-
ing within the means of egress shall provide vertical clear-
ance no less than 7 ft (2134 mm) from the walking sur-
face.
1016.3.10 Photoluminescent Signs. The face of photolu-
minescent signs shall be continually illuminated while the
building is occupied. The illumination levels on the face
of the photoluminescent sign shall be in accordance with
its listing. The charging illumination shall be a reliable
light source as determined by the building official. The
charging light source shall be of a type specified in the
product markings.
1016.4 Stair identification. An approved sign shall be locat-
ed at each floor level landing in all enclosed stairways of
buildings four or more stories in height. The sign shall indi-
cate the floor level and the availability of roof access from
that stairway and an identification of the stairway. The sign
shall also state the floor level of and direction to exit dis-
charge. The sign shall be located approximately 5 ft (1524
mm) above the floor landing in a position which is readily
visible when the door is in the open or closed position.
SECTION 1017
EXIT OBSTRUCTIONS
Where floor space is occupied by tables, chairs or other mov-
able furniture, aisles not less than 36 inches (914 mm) clear
width shall be maintained to provide ready access to egress
doors.
SECTION 1018
SPECIAL EGRESS REQUIREMENTS BY
OCCUPANCY
The general requirements of Chapter 10 apply to all occu-
pancies except as modified for specific occupancies in accor-
dance with 1019 through 1029.
SECTION 1019
ASSEMBLY
1019.1 Means of egress capacity
1019.1.1 Every assembly occupancy shall be provided
with a main entrance/exit. The minimum aggregate width
of the main entrance for Group A occupancies shall be suf-
ficient to accommodate 50 percent of the occupant load
and shall be at the level of exit discharge or shall connect
to a stairway or ramp leading to a street. Each level of a
Group A occupancy shall have access to a main exit and
such access shall have sufficient capacity to accommodate
50 percent of the occupant load of such levels. Where the
main exit from an assembly occupancy is through a lobby
or foyer, the aggregate capacity of all exits from the lobby
or foyer shall be permitted to provide the required capaci-
ty of the main exit regardless of whether all such exits
serve as entrances to the building.
FLORIDA BUILDING CODE — BUILDING
1016-3-9-1019.3.1
Exceptions:
J. In assembly occupancies where there is no well -
defined entrance/exit, exits may be distributed
around the perimeter of the building, provided
the total exit width furnishes a minimum of 100
percent of the width needed to accommodate the
maximum occupant content.
2. A bowling establishment shall have a main
entrance capable of accommodating 50 percent
of the total occupant load regardless of the aisles
that the entrance serves.
1019.1.2 Each level of an assembly occupancy shall have
access to a main exit and shall be provided with addition-
al exits of sufficient width to accommodate one -half of
the total occupant load served by that level. Such addi-
tional exits shall be located as far from the main
entrancelexit as practicable. Such exits shall be accessible
from a cross aisle or a side aisle.
Exception: In assembly occupancies where there is no
well - defined main entrancetexit, exits may be distrib-
uted around the perimeter of the building, provided the
total exit width furnishes a minimum of 100 percent of
the width needed to accommodate the maximum occu-
pant content.
1019.13 Common path of travel. A common path of
travel shall be permitted for the 20 ft (6.1 m) from any
point where serving any number of occupants and for the
first 75 ft from any point where serving not more than 50
occupants.
1019.2 Foyers and lobbies
1019.2.1 In every Group A - Large Assembly occupancy,
a foyer consisting of a space at a main entrance of the
auditorium or place of assembly shall be provided. Such
foyer, if not directly connected to a public street by all the
main entrances or exits, shall have a straight and unob-
structed corridor or passage to every such main entrance
and exit.
1019.2.2 The width of a foyer at any point shall be not less
than the combined width of aisles, stairways and passage-
ways tributary thereto.
1019.2.3 In theaters and similar Group A occupancies,
where persons are admitted to the building at times when
seats are not available and are allowed to wait in a lobby
or similar space, such use of lobby or similar space shall
not encroach upon the required clear width of exits. Such
waiting areas shall be separated from the required exit -
ways by substantial permanent partitions or by fixed rigid
railings not less than 42 inches (1067 mm) high.
10193 Interior balcony and gallery
10193.1 Means of egress. For balconies or galleries of
Group A occupancies having a seating capacity of over
50, at least two means of egress shall be provided, one
from each side of every balcony or gallery, leading direct-
ly to a street or exit court.
10.23