HomeMy WebLinkAbout22-4934City of Zephyrhilis
5335 Eighth Street
..........
Zephyrhills, FL 33542
BAR-004934-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/01/2022
;M�OTW
10 26 21 0120 00000 1100
Name: BOBBY BROOKS Permit Type: Add/Alter (Residential)
I Class of Work: Add/Alter Residential
Address: 37430 Derbyshire Drive
ZEPHYRHILLS, FLORIDA 33542
Phone: (813) 715-7479
Building Valuation: $2,099.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $2,102.00
Total Fees: $75.75
Amount Paid: $75.75
Date Paid: 11/11/2022 10:00:30AM
37430 Derbyshire Drive
reTOMMANT11111"s W9401"i, ���
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
I . # 0.. . • ..
TZIFTR-T,17�-��
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
)bkUj5-..
-
CONTRACTOR SI�NATIJRE PEfAIT OFFICE[)
k I
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
I
Date Received 352 631 __ 5018
;- Phone Contact for Permitting ( )
t I t I ItI1t
Owner's Name Bobby Brooks Owner Phone Number 8137157479
Owner's Address 37430 Derbyshire Dr, Zephyrhills, FL 34542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37430 Derbyshire Dr, Zephyrhills, FL 34542 LOT # 110
SUBDIVISION EWedgewood Manor PARCEL I®#[1::0::-26-21-0120-00000-1100
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED E
NEW CONSTR � ADD/ALT SIGN DEMOLISH
INSTALL x REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION O BLOCK FRAME _- _I STEEL
DESCRIPTION OF WORK GARAGE DOOR REPLACEMENT - SAME SIZE (W) - FL # 16650.1
BUILDING SIZE SO FOOTAGE= HEIGHT
t t EAU t JL x C, Vx_ E AE,t" t_tx' ` .t" x_ ` " x " ' ,C_V'v C' € I kA t "t"AL x tAc X_ X"t V'�UVt' x 9U �AE € U`t,V C"
=BUILDING $ 2099.00 1
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
M ECHAN ICAL
=GAS
a
Is
AMP SERVICE PROGRESS ENERGY a W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS 17 FLOOD ZONE AREA =YES NO �(
BUILDER M:scount Garage Doors, Inc.
SIGNATURE
ELECTRICIAN COMPANY
SIGNATURE REGISTERED FEE CURREN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address I License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y ! N
Address License #
1tttilt�t~1t'1�1t1tttltttltttiltltlttt'i;itt1ttftttt'I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) compiete sets of Building Flans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum fen, (10), working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
SanitaryFacilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2):; sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City OfZephvrhiUaPermit Application ra»»13-780-0021
Building Department
NOTICE oFDEED RESTRICTIONS: The undersigned understands that this permit may ue subject m"deou^restrictions" which may m*more restrictive
than County regulations. The undersigned assumes responsibility mrcvmplienccwn any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may uecited for amisdemeanor violation under state law. nthe owner n,intended contractor are uncertain mxmwhat licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009�
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions o,the "contractor Block" o,m|o
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled mpermitting privileges inPasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change nfuse mexisting buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must bnpaiupno to receiving a"certificate ur v,final power release. nthe project does not involve acertificate ofoccupancy orfinal
power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWN ERIS AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work Wit be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management Diotriot4NeUs, Cypress 8ayheody, Wetland Areaa, Altering
Watercourses.
- Army Corps ofEnQineera-Seevve||o.Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit4Ne||o, Wastewater Treatment,
Septic Tanks.
- USEnvironmental Protection Agency -Asbestos abatement.
- Fedens|AvietionAuthority-Runwayn.
| understand that the following restrictions apply mthe use mfill:
- Use offill ianot allowed inFlood Zone Wrunless expressly permitted.
- If the fill material is to be used in Flood Zone ^A^, it is understood that o drainage plan addressing o
"compensating volume" will be submitted ottime ofpermitting which is prepared by professional engineer
licensed bythe State ofFlorida.
- If the fill material is to be used in Flood Zone ^A^ in connection with e permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, | certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent pnopert|ea, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots |eom than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth inthis affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included mthe application. Apermit issued shall uoconstrued tuuealicense mproceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period u,six (6)months after the time the work ivcommenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
OWNER OR AGENT CONTRACTOR OKJ
Subscribed and sworn to (or affirmed) before me this Subscribed and 6p(n to (or affirmed) before me this
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
Notary Public Notary Public
Jennifer Rey
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
ot: Jennifer Rey
Notary Pbli�, State of Florida
Commission No
HERNANDO COUNTY TAX COLLECTOR
SALLY L. DANIEL C.F.C.
20 NORTH MAIN ST. ROOM 112 * BROOKSVILLE, FL 34601-2892
TELEPHONE (352) 754-4180 * FAX (352) 540-4380
www,hernandotax.us
Effective July 01, 2007, Hernando County no longer requires a Local Business Tax Receipt
(Occupational License).
Effective June 01, 2008 you will no longer be required to renew your City of Brooksville Local
Business Tax Receipt (Occupational License).
Businesses and Professionals may be subject to other legal regulations or Zoning Ordinances.
Below are departments that you need to contact concerning the operation of your business in
Hernando County.
1. Hernando County Building, Zoning & Contractor Licensing- (352) 754-4050
2. Tangible Personal Property- (352) 754-4190
Other departments that may concern your business:
1. City of Brooksville Zoning- (352) 540-3810
2. Fictitious Name/Corporation- wwwsunbiz.om) or (850) 245-6059
3. Sales Tax- Department of Revenue (850) 488-6800
4, Income Tax- IRS (800) 829-4933
If you need further information, please contact this office at (352) 754-4180,
FE 3-7:977-T -INTUTZ, NET 0i M IE
Revision Date:
12/15/21
Application/Permit #: Building Address: Owner: Contractor: Discount Garage Doors, Inc.
Openings: Sliding Glass Doors, Exterior Swing Doors, Overhead Doors, F d Glass, Windows, Mullions, Skylights
*Qty
—Pressure
Manufacturer
Product Approval Product Category '-f
4
Model/Name Number/ Seq#. 5� - Series
Glass Attachment
Type/Size Method
Approval Expiration
Entity Date
-- T-
D
T
1
21.3
24.1
Haas Door Company
Pan 2000 series 16650.1 WL-2000-0110-08-21-24 N/A
Double Wood Lags
Scweitzer N/A
Uj
rO
--a gn'
Jj! U-31
0
0 f-Z 2Z1
"A
Z<0
U.
I-L
cy,
Only one entry required for Multiple units of the same size and Design Pressure
** D= Design Pressure T= Max. Test Pressure
Door Width 9' - 2" Shown
-----.._..._._.. ...... -- See chart below for other ---
door widths
---- Top Bracket --- Strut & Strut Attachment
DETAIL A (sheet 2 of 3) Detail J (sheet 2 of 3)
Door Height
8' - 0" Shown
See chart
below for other
door heights
NOTE: For life options see Sheet 3 of 3
— Slide Lock or Lock Bars
Detail G_ (sheet 2 of 3)
Wane -I dear locks are
required unless an gutcmatic
.Perot-, is installed.
66," 3'.
38�p -,/- 3"
NOTE: Track cord gurotlan above
the door openi„ g does no: affect
the wind load roues or the door.
Bottom Brarsket —' '— End Hinge t� Strut & rut Attachment intermediate Hinge
Detail C (sheet 2 of 3') Detail B (sheet 2 of 3) Detail € (sheee 2 of 3j Detail D tsheet 2 —of 3) "'
-- 1 � +i- 3"
This product has; been evolaotcd per ANSI/DASMA 108 for stele air pressure. Jomb bracket coant`ties shown are for use with grade 2 or better •c them Aire lambs.
Supporting shricwral eerrienbs are to be designed by c recis+ered p ofessiona:. engineer
c a1 +« c3 a
PAN C24W & foe 0 Total S k S Door ;.,,� � ,iamb
PAN czar^ & R24sl s FS Es Height No of a r I �BrktsiS4
.Sectionb V
i A.{ 2470 & R24 a 5 P. ES 6'-YJ" 3 2
PANC241J&R24RIESA t 2471 & R2S 1 S NES
PAN C24e0 & R 4BJ SERIES AN C24 rz& R2412 SERIES
6'-3" 4 3 � 2
PAN r 14 1 & 1 4 Ef le PAN R2560 SERIES PAN C2011 SERIES ---- i—
rN c 482 & N24 z SERIESPAN R2561 SERIF PAN C2015 SERIES 4 _ 3 3
PAN R2580 SERIES PAN R2570 SERIES PAN C2411 SERIES 6 9" 4 3 3
PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES T-0" 4 3 : 3
PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES ._?�4 _ 3 3—
Door wid�s` Desii n ressurees --- mum Center Minimum Center�NAnimum Center Impact 7' 6" 4 3 _ 3
End Stile
41p a + osf - psi Stiles Hinges alai s Hrng ,_Sti4es Hie es Rests or 7-6" 5 4 3
8 Z 2.3.9 -27;0 Sink ___.1 1 1 1 '. 1 _ NO J T-9" 4 3 3�
_ 9-2 t 21 3 ti 24'. Single 1 1 �.. i 1 _ 1_ 1_-'+JO ...._ 7-9" _ 5_
10°-2' 1 173 196 Single 2 2 1 1 1 ? 2 NO S-D" 4 3 3
j 12 1 1 3.si j—Single, 2 { 2 2 2 2 �� L 8 0" 5 -- 4 -_— 3
This product is de irl—d and soda by PsF, The AHJ or Engineer of 'Reccrc is responsible for detere,'W-g the Mowmurn sect;on height is 24 ir..
PSF required for any given site. Maximum doer height is 15 ft.
All doors, even these above the tested height,
are ova -able with jcmld brackets or wmrt?erbc
foil ❑^gig. The rna xi,mu.m spoci-g of ^:e ;amk
bracket=_/txock caps should be maintaiced.
NOTICE:
1-1hese d.owrigs ar. a s,polemer°t to he
n to tot on nstr .t o „ fo. stn d d door
an only oc,rcrs base P o ed re t a' vary
f c steed d car ;nst❑ at— f �--A
e. sP : pro -cad -es are no# Uilow ,. the Coer
y not p fc as- d-igned,
NOTICE
The lite se ton of ;
u,h s do. -by he ed—ed
th a recto 1 woll an t he +e sty!e or c
sold se U.1 7 . either o - ;he strut and
st e should remain the some.
NOTICE.
G111 one t s a: bar door s p tted.
The Ite section coo be uSad anwhe except
far t: e be < s tia the !its ea ton is
1a� the ;op sectior then the sinus rr ust be
loc s as shown in the STRUT
C.J'NFIIJRATION on page 3 of 3.
FL #16650.1
Flag Bracket
d H (sheet 2 of 3)
no Bracket
F (sheet 2 of 3)
9da. 51737 `
Jan E SccnesPE,
256C k g Arthur Blvd Ste 124-54
T—o 7 C56
Florida P , p 511737
. Pied apes f th d ment — r.rA
o .- de d s geed c :d se aJ d the
5gnek,re .,rusk be —e fi.d c1 any ellc--
ca.-
_U -11 ; 0 t
, /16
Tee DETAIL K for push nut
flacernent,
ADJUSTABLE TOP FIXTURE
12 Co
TEK SCREW
1/4" X 3/4' He Wo�her HcJ
Self Dn1Ii,,- (4 per Bro-kef)
ND SIIES
8 'a Gco,sn;,ed Steel
DETAIL A
23
INTERW DIAIE STILE
18 Go Galvanized
hi,ed Stoei
xFS
INTERMEDIATE HINGE
18 or 14 Go Gal-ni,ed Steel
TFK SCREW
1/4" X 3/4" Hex Nkaehe, Head
Self Drilirc (4 per Hlrge)
DETAIL D
gnam
MIN011M
maI mmeal�
Wilk
PUSH NUT
7/16-
See Q - ETAILK for push nut
placement,
TEK SCREW
1/4' X 3/4' Hex washer Head
SeDh'irg (2 per Bra Rail
I.0,,',' HEADROOM TOo
BRACKET
1/4' x STRUT
18 Ca 70 K51
Goivanized Steel
V'
34
TEK SCREW
1/4" X 3/4' H.. Wash -
Head set Dn ll:ng (2 per
End & Intermediate Stiles)
WilH AND WITHOUT
BRICE
00
00
10
14
maximum-
1/2"
& L.GHT
COMMERCIAL
COMWERC.AL
DETAIL K
COMMERCIAL
For Standard, Hiop,
'or Standard. 11h.,
There should be a
For Low Headroom
With 2" Track and
& Vertical Lif'.
IN'tri 2*' Traci< and
& Vertical 1 1' tr-
W',th 3" Traci< and
space Of max;rnurn
1/2" between the roller
&n9to End Sties
nigis End Str.es
Single End Stiles
hub end the outside
ALTERNATE BOTTOM
BRACKETS
edce of the role
NOTE: The b&,t.m block, tested
(xh-1 I
is the lightest bracketili,bll.
ricider which is set by
the posh nut.
DOOR SKI[,
Whi—I 25 Go 0.1,,ir'zioi Pi6rt d Steel of I'
Zs.— Z. WkSHERK 2" WOOD JAMB
5/16' X 1 5/8" too BoltERTICA., TRAC
2" G.D.O.D� 13 C. G.1—i-d St-1 tested. The -nical wa.d j..,b
7/16"I.C. Flut WC
3' N—rec.et mist be n ih-li 13 Go le also f` may be ^hte, e,,k
0oo-d IlIell-o to .,.,.de Hofling loot, —toot with tne 2�6 (N
drywall
detais on Sheet 3 for
OTE7 The lot —he, is not noio. ed att-hing
j—ds to the structure.
m, 91e rro-t,
vim
rx�
2
ROLLER
2" Diameter NornInal
Ba— Nylon or
Ten Ball Sbael wlh
a Mininhurn Workable
Shaft Length Shown.
D HINGE
Go G.Manid St.,!
'EK
10 1/(" X 3/4" He. washer Head
TEK
Self D,ill;-nq (3 per Bottom Bracket)
1/4" X 3/4" 1- Woorlin Head
B0. FOM BRACKET
Self Drilling (6 per Hinge)
0 13 Go Galvanized Steel
NOTE: This screw should be
located below the terepuriched hole
PUSH NUT
and go through the hinge, end stile
and skin edge
See D=`A K for Push nut
place- nent-
PUSH NUT
7/ 16"
See MLEAILK for push rut
DETAIL E30F10M SEA -
placement.
--- __
1\MB BRACKET
2 Ge Gol�arfzed Steel
901,1 & NUT
1/4-20 X 5/8" Carriage
Boll & 114-23 Hex Washer
,Nut per jc 8--Rat)
& !DE LOCK or LOCK BARS
not required with cIpercitar)
TEK SCREW
1/4' X 3/4' Hex Washer
Head Self On 1 ling (I per
Slide Luck)
DETAIL H
.25 x 2.75 - STRUT
8 Go 70 XS —
: M ni
a fva, , 'ed steel
21,
7--T 4
21
4
TEK SCREW
1/4" X 3/4" Hex Washer
h el
Head Self Drii4 mg (I per End
S,lic & 2 per Intermediate SO-)
NOT,-: Details on some views onn';'Ited t1c., cljr'-,y.
Double end soles and aind hardware may be
prov,ded on wider or hcov;er doors.
0iii, I /////I,
Ewa$.,
✓
37 %
BRA CK'
E
16 X 1 5/8" g Bolt
— Reg erecket).
60Y. & NU: T
1/4-20 X 5/8' 'lack Bolt
John E Sashes, P.E
2560 Kinq Arthur Bld. Ste 124 54
& 1(4-20 He. Wosho, Nit
s0le, Texas .75056
(2 'a, Ho';'o,tal & 2 far
'10— 73
P�E, # o-'7
1 T C
Venice k)
Printed copi,,e of this not
t
.sidedh.i2nad and I.d ad the
FL #1 6650� 1
eign.t— ,_;r f ed , cry electe.—
copes.
FASTENER TO CONTINUE
PAST HEADER
-- 2 X 6 GRADE 2 OR BETTER SOUTHERN -
PINE JAMBS,
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE,
OPENING _ OPENING
HEIGHT � WIDTH � c
MAXIMUM ON
o CENTER SPACING
_ FIRST FASTENER 4" t0 10"
ABOVE THE. FLOOR j c
D
LIE
SE ION
L E
SEC ION
4
35 �:T{pM1{5 :SF.�:II:'£S SaECTfINdS
WITH LITE SECTION AT TOP
, WOOD JAMB ATTACHMENT ,
iidrg
str
Faste-, yp"
lTGrd `tGEv
MI u'n
MI t1 i Ai. bk
Sp peit�tt ud�r
Agin. 25t'i^�F'Sl to
4000 PSI C—te
Tac<.on+{PLJS,
4 v, I'OD washer
2
256'
bW 21" 5551
Svuth rn Prz
H Lag A
1 118 OD a h
1.SG'
1 50'
7 50 24" 620
... .....
Spru>,e Pine Fir
_._
3- 'Lag
t 18 OD ��e fer
i SC"
_
7 ;(?'
_ _. ......
t i0 1 29" bt2
NOTE: 2X6 mnuntett to iF;.:aall mst ba SouYmm� Pine Grade 2 er oetfe".
LIE
~
LIE
SEC
1ION
SE
ION
i
I
I
jTE
L
JE
( LT,
E
SE(TflON
SEC
IION
( SECTION
Eli
4 SEGTIO
G SECTI,
c4 5 >ECrDi
S '. SEC`IC.iS
6 i--s
5 6F.;.ID
o E SkC-3C:
S % Sc.C-4G{5
T SE
oNS
-=CT1.?HS
a.>=C"f}!VJS
%�-';?ctY4g
3 i.C;i,.INS
Q. SFC'irti
ESECTtt?NS
(35-flits
WITH LITE
SECTION
ANYWHERE
EXCEPT
THE
TOP AND
BOTTOM
SECTION
STRUT
CONFIGURATION
MODEL NUMBERS AND LITE OPTIONS
NOTE: IR ASS OP Ir N5 ARE AV.AiLABLE IN DS6 $F.(.N:MUM, ACRYLIC. FOLYCARBONATE,
TEMPEREDANU iNSU:.4lEG Gi.^„=S U:'iITS.
LITE OPTIONS AVAILABLE
— -
F h105EL NUMBERS ES,ARflt (
Ram N H
5
AVAILABLE It T)tr
..snex_Ai.
(
-
74 x'9
1411
PAN C2011 IE SERS
I
x
x
PAN C2015 SERIES
X
X
PAN C241�1 SERIES
X
X
AN C2415 SERIES
... ._.
X
, X
PAN C2511 SERIES
X
X
PAN Cgs 10 & R2410 SERIES! X
X X
PAN C2460 & R246) SERIES X
PAN-E.., 61 & RL1461 SERIES I X
PAN C2-70 R R2470 SERIES I
X _
.. ._ ....
PAN C2471 & R24 1 SERIES:
.. .....
X
—_.___.
--------
PAN C2472 3 R2472 SERIES
m
X
....
PAN C24.80 & RL480 SERIES:
X
PAN C2481 & R2481 SERIES
_. ................ _................. _....... .............. ........ _.... _.. _....
PAN C2482 & R2482 SERIES,
_.
X
PAN R2560 SERIES X
_...__.............t...__—_._--._.......__._._..._.__
PAN R2561 SERIES X
i
.............
r_._......_...._..
-----AN '--- R2570SESE-------.,.._._........_.__{........_�
PRIES
PAN R2571 SERIES
X
PAN R2572 SERIES �
X I
...........___......__._..__R2580__..._........_.._____._._..._....._.__...
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