HomeMy WebLinkAbout100 Pamala Ct6-07-1996 10.32PM FROM
CITY OF SANFORD PERNAT APPLICATION
Dam: 4-9-&�
Aeditlood Idermadoo %r Ekc&W & Pkmbimg Peraft
gybed{ aan/Nta+tmo —Ch1mP of Savioe Tampaary Pte _, Nvw AIe Servloe (p of AWS I
p R--.PIew Caomvwm (cue Closer Phu AddiS=D
Number of Futures Number of Wats dt 8awae DrabW Lim Number of ft Uhaa
p�oey TyrpC X1Rrddmdal CemrmsaW _ htdustrW TWaI Sq !'t6t _
Vdae of Worgt S 431 • 34
7 ofm; Rog mulfflAbbod Zoos: Nt®ber of Storeex_1— Nmber of Vwcft` Units:
Pave! Ne» 33 - 14 - 3D- L- nciGl� DD LD (Attadt IRoof ofOwasrsbip ec Legal De:Qiptien)
"•""" �-t� .SiateLioeaseNumber. _ 1 tD�cf49 r'
CoolactPatea• ✓ PheoeltFaxNttmber:L•1 ' 4&7-9W- X7-44& 73Sb
TideHotter pfc&" than Owoerx i
Addrew '
Bauft fir.
Ad&=
iKer�a� Leo�r:
Ad*=
AAA-- lV /¢ FacNo.:
Appiicolm b hereby made oo abteitr a permit to do due weet and ioslalydats o indiosted. I cadiy that no work a bistaWtim bss
cannameed prior to the beumce of a permit and dust all wort YID be paibrmed to and ataodards ofslt laws rgrdaing consutim
in flus j:ttisd'ieh'm. I understood that a sepasatepamit:mW be mwwW Por ELECTRICAL WORK, PLtINBWG, SKINS, WELLS,
pOOI.S. FURNACES. BOILERS, HEATERS, TANKS, sad AIR CONDITIONERS, etc.
I cmdiy do all of the brepbg h&uistion is aoasste sod dut all wort will be dose in compllsme wfth
aIi aMike ie laws rggul@mg oonanuerion and zmba& WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
MAY RESULT IN YOUR PAYING TWICE FOR I1 MVE MENTS TO YOUR PROPERTY. IF YOU
INTEND M OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDD10 YOXX
NOTICE OF CoNeaNCffimma.
$: in.addition to the tegovanan of &k permit. ►ere me.y be additional rmkria*m ayplieabta to gds poperty dust msy be
hued In the pubiio reports ofthis wimty, and there aw be addtWW pwmhs mp*W t= adurr govmo w*W sanies sueb ser
wow mmag®mt dhvlc . sate. agmdes, or federal wacim
it veri that I will notify the owner: ordw property of the regoaamu* of Florida Lim Low, FS 713.
,i, ,r Date I.Vom+e of CatttwcWAgstt Date
�p •fie � (7ososotar/ASeot"sNeme
y�643
°:Plodder v Date . ofNomry&aoeo[Flaids Dste . .
`v►„ Melissa Dunklin
` . Commission #DD 163723
%n EPex�spiirreesss:.Dec 20, 2005x5
' �'�` i .At16t1IN�till r@o i(dkt� Ccotnd
Pradbuced I ts_ Faaooalb, Kavwn to Ma a
R � _ Produced ID .
APPLICATION APPROVED BY:��O�T Deux U9" 3
�O.V•�- Vhat�►..i �. ��•.r:� e 1 �h1�t�4.'�`•e.o ti Y-�Qow�w^e w� a+•e y
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVITi
• CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. it
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
owed by law on the permitted structure.
Owne Builder Signature Date
�j o 6W 'W'f telt% � o v o
Print Owner/Builder Name .W ` m m
v cX Q
�� ;�. • rho,
Signature o Notary—State of Florida Date
0S1
Owner is Personally Known to Me or has
Produced lD 1A/(o23(-1 7726i'b
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
PARCEL DETAIL
........
gum= ..
.............
LAI
PAMACT
..............
. ..............
XK.. ............ .
.............. W"'
.......... W ,?'. .
2003 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 33-19-30-512-0000- Tax District: Sl-SANFORD
0010
Number of Buildings: 1
Depreciated Bldg Value: $68,802
Owner: WRIGHT BEVERLY S Exemptions: 00-
& JOHN JR HOMESTEAD
Depreciated EXFT Value: $1,043
Address: 100 PAMALA CT
Land Value (Market): $13,800
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 100 PAMALA CT SANFORD 32771
Just/Market Value: $83,645
Subdivision Name: PAMALA OAKS
Assessed Value (SOH): $80,339
Dor: 01 -SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $55,339
SALES
Deed Date Book Page Amount Vac/imp
2002 VALUE SUMMARY
QUIT CLAIM DEED 06/1999 03670 0363 $100 Improved
2002 Tax Bill Amount: $1,132
SPECIAL WARRANTY DEED 01/1996 03026 0028 $81,800 Improved
2002 Taxable Value: $53,456
WARRANTY DEED 12/1995 03006 1908 $36,000 Vacant
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LEG LOT 1 PAMALA OAKS PB 47 PG 46
LOT 0 0 1.000 13,800.00 $13,800
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1996 6 1,680 1,332 CB/STUCCO FINISH $68,802 $71,113
Appendage / Sqft GARAGE FINISHED / 340
Appendage / Sqft OPEN PORCH FINISHED/ 8
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH W/CONC FL 1996 160 $1,043 $1,360
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
1*** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
./re—web.seminole—county—title?parcel=33193051200000010&cpad=pamala&cpad num=1004/16/2003
Licensing Portal - Licensee Details
Page 1 of 1
DBPR Home I Online Services Home I Help I Site Map
11:00:21 A,
Licensee Details
Licensee Information
Name: DECKER, DANIEL TRACEY (Primary Name)
DECKER DOORS INC (DBA Name)
Main Address: 724 BROOKS COURT
WINTER SPRINGS, Florida 32708
User Services
License Information
Renew a License
License Type:
Certified Building Contractor
Change License Status
Rank:
Cert Building
Maintain Account
License Number:
CBC1250499
Change My Address
Status:
Current, Active
— - _ l
View Messages
Licensure Date:
10/22/2002
08/31/2004
Change My PIN
expires:
View Continuing Ed
View Related License Information
View License Complaint
Term Glossar
y 4L
Online Help
Terms of Use I I Privacy Statement
https://www.m.../w113.jsp;jsessionid=HIEHCGODNHPGkKj9f-zKC?fhash=cd75f9aagO&id= 4/16/2003
(f +ellj c, Witt
I0otka.la, Cau+-
Sart-�ond 1 #1. 317711
Hcs+
)orCraft® WOOD EDC
WOOD EDGE OPAQUE INSULATED STEEL DOOR
INSWING 64 UNITS W/ANO WVUT SIDELTTES
1. THIS
ooppODUCTE. IS DESIGNED TO COMPLY WITH FLORIDA
euNLorrlG c
2. WOOD RUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SMALL BE AS OSTEO ANO SPACED AS
SNOW ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER14L
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE I-
5. THIS PRODUCT Affm 21EQ5 THE WATER REOUIREMENTS
RJR 10Wf t4lOa /IVAR E ONES'
6. THIS SYSTEM T-20, ES r -De_PP OEB!RS amn-L
AN OPTION AND CAN BE USED IN
(Common (o a9 home conditions)
Feee shoe's: 11, ga. 0.020') minimum thickness.
Galvanised steel A-323 commercial quality AKDO
per ASTM 620 with yield strength Fy(ove.)-25.673 psi.
tCspanled poystyrene with IA (a
density, by Jdd-Wen. Inc.
Panel Comfeuctjpy The ociw and tractive pane# an conslrmled
form NW (0.020' min.) gohaeised sled. The lace sheet top
and bottoms an bent 90 ow the top and bottom rods. The lop
rod consists of LVL measuring 1.67' 1 1442. The bottom rad is
roe leaned 0.021' galvanised $1491 measuring 1.67' s 1.21' with
a 1.845' 1 3.0' 1 0.831' piece of pressed Filer beard at each
comer ollochod w/OS' $ 2.0' eke $lepla. The sides of the face
sheet are roll (onned into the WL latch ilk od Ponderoso Pine
hinge $we which measure 1.67' 1 1.0' The Interior cavity is
lied vilh pot's w m. The face sheet is glued to the polystyrene.
Seib CensUueliea: The sash is constructed (roan 24GA (0.020'
min.) 9oodsed steel. The edges of the face shoe# are benl 9P
over the paljslyn o con and and glued to it. The sashes are
rouled to receive Me ODL (HP pawropylsne Thcemo/d-P6-M M4391)
0e Immo. The units are glued mlh .123' Compered gloss. The lilt
(roams are scaled with 050 glodng compound on the eAcrior.
From Construction: The fromes are constructed from Penderose
Pim jambs measuring 4.563' s 1.25. The head iambs we
moAind cad bull joined to the side Jambs and attached with (J)
1864 2' 1 7/16' Crown Wire sloples. fie UMTS use a slope
odjusleble okarinum threshold measuring 4.362' 1 1.173'. The
threshold is attached to the from with (J) 1664 2' s 7/16'
rown wk* sloolu.
74.5' OVERALL MAX. FRAME WIDTH MAX. FRAME WII
36.625' MAX. J6' MAX.
PANEL WIDTH PANEL WIDTH 36' MAX.
Hr/� 14' AIAIf. r PANEL WIDTH
4 C,PANEL WIDTH
021
III -ACTIVE AMj V
2
d 6' Lax. 6
p O
x
«r
r
15.5' MAX.
FRAME WIDTH
14' MAX.
PANEL WIDTH
J
c
a o.
6' MAX.
O.LO.
0
r�r��� rte. a
k/ INS UIIR (d) At FROM RRFRIOR tw � NM
37. 107' OVERALL MAX. FRAME WIDTH
MAX. FRAME WIDTH 38.62MAX. 15.5' MAX.
PANEL WIDTH -}- J6' MAX. FRAME WIDTH
36' MAX. 14' MAX. W/ASTRAGAL I PANEL YAWN 14' MAX.
PANEL WIOTN
rPANEL WIDTH D PANEL WIDTH
x
®® t ACnW
r ® ®
.i
J � / O
r � 4
4 6' 6_ MAX.
6 O.L.O0. 6 O.LO.
O RLasH
a
DOME IT/Scam
INSWING UWr
a,
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION REOUIREMENT IS NOT NEEDED
WITH WINOJAMSER 11 WITH IMPERIAL
UNIT TYPE ASTRAGAL ASTRAGAL
SINGLE & DOUBLE +70.0011-70.OPsi +57.Opsl-57.Opsf
a^i
eu.ee4.3e31
o.$o i l I S OI
.ke a1N
aura. er: WLN
sec en RW
n o4rw14; w4:
�.._ 5-2'66
G a• o
NXG,
613.484.3631
5-2166
1.13' MIN.
EMIT.
a 25' MAX.
SHIM TW.
15' MIN,
r
tl �- C -SINK
I a.
iXff9lQB
� t0
a 13 {
Ir a
s
SEE NOTE
5 SHT. 4
LATCH JAMB TO
C�
--
1.13' MIN.
EMS.
go 26
a
.25' MNLcd
o
13
SHIM THK.
k 9 t0
J3' MW.
'
- 4
/ACTIVE
a<
C -SINK
E
10
i
o
J1
�B
13 SEE NOTE 7
1
: —.7 ' .......i ;
,
1 SHT. 4
I
INTERIORASTRAGAL RETAINER BOLTS (4)
BOLTS TOTAL (2) B.0' L. x
21 3< 42
.312' OK O TOP & (2) 6.0' L
Ji$EBLQB 13
x .312' OIA, O BOTTOM
17 6
S
AT ASTRAGAL W TEM 26
3
SEE NI
WINOJAMBER 9 66J
HINGE JAMB TO BUCK
6 SHT.
SEE DESIGN PRESSURE RATING
CHART SHEET 1
1.13' MIN.
EMIT.
a 25' MAX.
SHIM TW.
15' MIN,
r
tl �- C -SINK
I a.
iXff9lQB
� t0
a 13 {
Ir a
s
SEE NOTE
5 SHT. 4
LATCH JAMB TO
C�
--
i
Y
1
JBl46 _ el
TiON
BUCK 21 34 42
go
a o 13 41 29
5 SEE NOTE
2 SHT. 4
aw
ASTRAGAL RETAINER BOLTS (2)
TOTAL, (1) 9.0' L x
.312.00. OTOP k(1)
9.0' L x .312' OMS O BOTTOM
OPTIONAL ASTRAGAL
4
AT ASTRAGAL W ITEM 716
IMPERIAL ASTRAGAL
SEE OESK;N ING
PRESSURE RAT
CNART SHEET 1
1.0' x 4.3' x 0.565'
413.41E4=1 01
5-2166
tr 7
SEE NOTE
4 SHT. 4
SEE NOTE L7
J SHT. 4 SEE NOTE
4 SFR. 4
SEE NOTE
9 SHT. 4
;o
15
^a
1
b 7 1
�E�OT4 �4B Zl J4 42
1.15' MIN.
HORIZONTAL CROSS SECTION EMB.
4 AT SI LRE id LATCH JAMR. TYP.
d
NOTES: Od
1. SPACING FOR /a x 1' PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THEpw
INACTIVE DOOR IS AS FOLLOWS: TOP DOWN: 1.0. 3.0- At 5.0'. FROM THE BOTTOM UP: 1.0',
3.0', 3.07, 20.0' k 38.75.
2. SPACING FOR ITEM 41 110 x I' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE 25 d'
INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN k BOTTOM UP. 1.07. 2.57, 4.0, 5.57.
13.0', 18.0' k 26.0.
J. SPACING FOR 1a x 1 1/2' PIJSCEW IS AS FOLLOWS,' TOP k BOTTOM., (I)
SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN 19
ON THE SIDES: 10'. 13.07, 24.07, 39.07, 52.0' dt 63.0' d
4. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE
SIOELITE IS AS FOLLOWS: TOP k BOTTOM; 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) 0
MORE NAIL IN THE MIDDLE. SIDES: 1.25' FROM EACH ENO 4: SIX MORE EQUALLY SPACED ON
THE FIELD.
5. pFH WOOOD SCREW. WEN ATTACNNG THE STAKE PLATE TO THE RIKE PLATE TO THE JAMB AND BUCK USE A B AND SIOCOELRE JAMB AT d
THE MULLION USE A IS x 2' PFH WOOD SCREW. 25' MAX.
6. SPACING FOR IS x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS SHIM THK.
AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A
TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION.
7. THE SIDE= IS SECURED INTO THE SIOELITE JAMB WITH SILICONE CAULK ON THREE
SIDES & 3/8' x 3/8' 1/4 ROUND k BRAD TRIM NAIL x 3/4' L.
S. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A 110 x 2' PFH WOOD
SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDE= JAMB AT THE MULLION USE
/f0 x 1 3/4' PFN WOOD SCREW.
9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 128 A
I' TRIM NA: SPACED A MAX. OF 12- ON CENTER.
SEE NOTE
9 SFR. 4
73' MAX.
PAD ,
SEE NOTE 4DEH h
4 SHT. 4
SEE NOTE 4
7 SIR. 4
413.664.]411
S-2166
go
�
14
39 40 .
j
4 SEE NOTE 32
47 sEE NOTE
=
5 a sHr: 4 E NOTE
SEE NOTE 3 SHT. 4
7
�2i HORIZONTAL CROSS SECTIO
etna RF i0 HINGE
4 NT. 4
JAMN- TTP,
�P
15' MIN.
COUNTERSINK
I
17�
n
a 29i0l
L-
N EXTERIOR
SEE NOTE 4DEH h
4 SHT. 4
SEE NOTE 4
7 SIR. 4
413.664.]411
S-2166
SEE OETAIL 'E'
SHEET 5
SEE OETAII
G SHEET 3
3. 3 6 f
-TMP 3• � -
m TMP.
pi
in SEE OVAIL ;n
vi N SHEET 5 _ ^
4
TYP.
A _ A ^ A
n
r� n
1 All I 11 Typ' I B
3• 35EE OETiuI
K SHT. 5
nrKraiF DDDR ANCHORING LOCATIONS
o g
6
� 1
5EI Nott
3 SHL 4
6
6
DETAIL G HINGE
TO JAMBS do 0004
SEE NOTE 5 SHT. 4
0
SEE OETAIL
G SHEET 5
rf
n h
riig
-TI fF— 3• 3'
4.5' 4.5'
90NGLr DOOR W/SIDELITES ANCHORNG LOCATIONS
ASTRAGAL RETAINER BOLT i5
HOLES MUST Be ORILLEO U
THROUGH THE THRESHOLD
k INTO THE MASONRY 1
PEEP ENOUGH FOR A Z' THROW
DETAIL N STRIKE '� 2
PLATES TTOO��OJAMER -
AIL K SILL APVpO�NAL DETAAS
TT11pLtA�C�KAALLSILL W.U.
WIN0.1�9ER ASTRAGAL RETiuNERR60LT THRESHOLD 613.604.3631
RETAINER BOLT HOLES STRIKE PLATE
o+a: 11 13 0
Ammalom0llk{r.IlY0s 7vLL• N.T.S.
�NrN� �Mlq t owL m WLN
M
aRW
No u x to
M4. � ObrrmC rq:
u
5-2166
CTarve
SEE OETAlL 'F'
SHEET 5
1 3, �, I
36 1 3.
3 3'
I F— 3'
3roTrP.
. �E
i'NOTESMTsSEE
OUAIL
HESHEErr 5
riTYP
J-4
NOTEf
in
LMSEE
OETAIL
K SM. 5�•.'
ti
36'
3'
3SEEO3
.
3'
K SM. 5
4.5'
pMjBir 000R W/gOELRES
ANCHORING LOCATIONS
0.5' GLASS --i
BRE
SEE OETAIL
G SHEET 5
n
e
NOTE 2 V1
IT. 4 y
H]V
SEE DETAIL
G SHEET Cr3 3
SEE TYR
ie OETAIL ^ • 1
5 SHT.
S
n
RI ® al O
TYP. �
;a P
Typ
1e
n
I 1 1
qlNGLf DOOR ANCHORING_ LOCADOM5
ANwwd a wlA/l�t •UY 6t
T4rY4 � G e
om
nOIN
►IYela ;Pe1u 1
a•
n1
Zoo
i�
$13.664.3831
1.87' � � 1.67•
F..-- 4.5625• —1 1
TI
„ O p
2 / WOOD FRAME O LVL LATCH STILE 11 ODOR TOP !!<
J 8
11.875• —� �--�• 4.562'
TOIA. VARIES WAOCK USED I j
T
Lus
— RIAL . OS 1 WALL THK.
yAYLD IM'K BLOCK_ 1.71' THK. I S BY IMPw I
2.4375' —I O
2.063'
HPLME
FRAME LYPROPOOL
POriENE
(THERMOFIL—PG—JOFMO391) a
�y N
a 0 0
LI 0 0 i 4.562• --i
A11JUSnRIc INSWING THRESHOLD
/ r 4 ST EL DOOR MINCE W/SIOEUTE BOTTOM SEAL
097' THK. STEEL BY HALER BY IMPERIAL .051' WALL TNK.
DRILL TRU
FOR A /8
PFH WOOD DRILL TRU FOR
SCREW 2PLCS .357' DIA. ASTRAGAL
RETAINER BOLTS
WINDJAMB R 0 WR88J STRIKE PLATE
STEEL PLATE
2.373'
ASTRAGAL HAS ASTRAGAL NAS
(1) 9.0 "tL x .312" OIA. �0 8 .0 L. x .312" OW
VOLT O TOP 6 WILTS O BOTTOM k
h ((1J 9.0'L x.312. CIA 1 n RTS x.312'OLA
I VOLT O BOTTOM —}� Vtilrs O TOP
18 II
F—+ .912' h 1.767' —1
26
yMPELLILGAL ASTRAGAL OW/3dA/BER
F17RLIILED ALUMINUM .075' WALL mss,f T-6061 EXTRUDED AtUMWUM
.23--j r
I
N
1.7J• J
DOOR STEEL EDGE
W. BOTTOM 333
.021' ROLL FORMED STEEL ul
.IS6•—Ir '�
.45'
I
27 fueulNG DOOR BOTTOM
SwrrP EXTRUDED VINYL
.060? THK WALL TVP.
ai 2
.325' k..
COMPR sir WEATNERSRTIP rArrts. o
ecwl .EI O_ ON 005 650 ' 813.88/.3631
Aewr;4at mr Iy -bb 1NI cow
ftXk N.I.Q.
Oa. M WU
MM oa ttn RW
Mqa ads a pyo, xw
pf 5-2166
scar 7 a _