HomeMy WebLinkAboutSUBMITTED PAPERSi St. Lucie County,
Building & Zoning Department I I
2300 Virginia Avenue
Fort Pierce, FL 34982 ScAiv,
772-462-1553 `St �U ��®
APPLICATION FOR REPLACEMENT OF Crb Count
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
1. LOCATION/SITE ADDRESS: Loa 6 NW L u ,ram
2. PARCEL ID NUMBER: 4 42 5 - 6 0 5- D O 3 6- oo a— 5
SECT 2 TWP 3 7 51 RNG 40 MAP y ? ZNG P V 0 LU Sf INIT
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �em oyo E (Zeo �Ac.o 'fir r
Door UW it N9 Si2E GkaeIf TO o fa.). J
4. TYPE OF STRUCTURE: SFRy
5. OWNERS INFORMATION
Name: 'bre S l l n, 4 U g 1
Address: 100(a We Large t OAtc- Lj
City: PALtA Ct-t,I State:
"Zip: S499 O Phone: 3yy - (b(bb o
MOBILE HOME OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: 'C_ G C- O 5 5 S7 2-
County Cert #: CQQ03 1
Business Name: Cfe"oa rt�E ldery
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
oS
A.S.C.E - 7 H
145 C
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
N0A OS - Oq" 2 . p2,
120 mph
130 mph
1140 mph
17 Arl
fQ (ivy,
G Azao
Windows & Skylights 41- 0 141.4bb
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ 119 5 • 0 o FEES DUE: F 7' -
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this applica ' is orrect and that all work will be done in
compliance with all applicable laws regulating construction n o 'ng.
?P^ItS W ALX-M1 1
PRINT QUALIFIE S/OWNE S NAME GNAT RE QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF ' /
ACKNOWLEDGED BEFOR E THIS DAY OF 20 ��, BY `�S K a WHO IS PERSONALLY KNOWN TO ME OR WHO
HAS PRODUCED L Q L_ AS IDENTIFI ATION.
b
SIGNATURE OF NOTAR TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER
ST. LUCIE COUNTY Vinyl Siding
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
[]Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving .structural alteration, in addition to the replacement, of Windows, Skylights, Doors &
Overhead' door's; must be permiited'through the regular building permit review process. The information to be provided, with this application
includes:
1. LOCATION/SITE ADDRESS: .................................. I ............. Indicate the street address, or general location, of the property on
which the building activity is taking place:
2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on
which the building activity is taking place..
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION :.................................................
5. CONTRACTORS INFORMATION: ....................................
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the name and address of the owner of the property on which
the product is to be installed.
Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
Y. .
Indicate the' iotal.value of the work to take place. Total cost of
construction=includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the.amount.of permitting fees to be assessed. St. Lucie
County reserve's the right'to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772), 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors &Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
ff
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bac
GO
MIAMaQADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buBdimeodeonHne com
Trinity Glass International
4621192th Street East
Tacoma, WA 98446
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material vrithin their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: "Premium" 6' - 8" Outswing Glazed Fiberglass Door w/ and w/o Sidelites.
APPILO:rAL DOCUMENT: Drawing No. S-2581, titled "3'0 x 6'8 Glazed Premium Fiberglass Door
Outswing `Non -Impact' ", sheets 1 through 9 of 9, dated 08/17/05, prepared by RW Building Consultants,
Inc., signed and sealed by Lyndon F. Schmidt, P.L., bearing the Miami -Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County
Product Control Division.
MISSILE IiiIPACT EATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall he considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMWATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISLMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
II-iSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
)fK/ NOA No 05- 0922.02
Expiration Date: April 27. 2011
Approval Date: April 27. 2006
Trinity Glass International
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No S-2581, Sheets 1 through 9 of 9, titled "3'0 x 6'8 Glazed Premium
Fiberglass Door Outswing `Non -Impact' ", dated 08/17/05, prepared by RW Building
Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of 3'0 x 6'8 "Premium
Glazed Fiberglass Door, prepared by Testing Evaluation Laboratories, Inc., Test
Report No. TEL-05-0907-1, dated 09/07/05, signed and sealed by Wendell W. Haney,
P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004,
dated 09/15/05, prepared by RW Building Consultants, Inc., signed and sealed by
Lyndon F. Schmidt, P.E. Complies with ASTM E1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Test Report No. ETC-05-781-17122.0, prepared by ETC Laboratories., issued to
Trinity Glass International, dated 10/19/05, Polyurethane Foam, tested per ASTM
D2843 "Self Ignition Temperature"; ASTM E84 "Flame Spread Index", ASTM E84
"Smoke Developed Index", signed and sealed by Joseph Labora Doldan, P.E.
2. Notice of Acceptance No. 05-1206.01 issued to Trinity Glass International, for their
Unfinished Fiberglass Door Skin approved on 03/02/06 and expiring on 03/02/11.
3. Notice of Acceptance No. 02-0429.11 issued to Trinity Glass International, for their
Trinity Lite Frame approved on 07/3/02 and expiring on 07/03/07.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 09115/05, signed and
sealed by Lyndon Schmidt, P.E.
2. Statement letter of no financial interest, dated 07/21/05, signed by Andrew Na.
G. OTHER
1. Letter from the consultant, dated November 10, 200 5, stating that thet is
compliance with the Florida Building Code (FBC).
Manuel P . E.
Product Contr ' er
NOA N 22.02
Expiration Date: April 27.2011
Approval Date: April 27. 2006
tmq•mqla&&
1 N T E RNA T I O N A L
4621 192nd STREET EAST TACOMA, WA 98446
TEL. 253-675-7300 FAX: 253-875-7301
3'0X6'8
GLAZED. PREMIUM FIBERGLASS
DOOR OUTSWING "NON -IMPACT"
GENERAL NOTES
1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY
HURRICANE ZONE".
2. PRODUCT ANCHORS. SHALL BE AS LISTED AND SPACED AS SHOWN
ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO.
3. WHEN USED IN PRODUCT IS REQUIRED ITVELOCITYGH HURRICANE An O BE PROTECTED WITH N IMPACTIS
RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 OF THE
FLORIDA BUILDING CODE.
37.50" MAX. OA
FRAME WIDTH
/
35.81" MAX.
21.00" MAX
PANEL WIDTH
D.L.O.d
00i
x
gW 2
v
4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING
13.57" I
WIND—BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO
PANEL —
BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT
WIDTH
C WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING
MPLIES
E.
6.84"
MAX.
5. FOR 2X STUD FRAMING CONSTRUCTION THE ANCHORING OF THESE
UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK
D.L.O.
MASONRY CONSTRUCTION.
NSN7EDBYTHIS DRAWING ARE SUBJECT TO
6. CONDITIONS
�—
ENGINEERING
J
J _
7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70
d
TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY
> 0 aj
BUILDING OFFICIAL.
S. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT
w a 5
ELEVATION.
N
9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH
Lq
VELOCITY HURRICANE ZONES.
m o
TABLE OF CONTENTS
1 ITYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES
2 0 IZ L COS SECTIO S
3 1 HORIZONTAL & VERTICAL CROSS SECTIONS
4 FRAME ANCHORING
5 FRAME ANCHORING
6 FRAME ANCHORING
7 FRAME ANCHORINGGLAZING DETAIL
8 COMPONENTS
9 BILL OF MATERIALS & COMPONENTS
SINGLE DOOR
DESIGN PRESSURE (PSF)
+47.00' 1 -47.00
53.00" MAX. O.A.
FRAME WIDTH
21.00"
MAY..
D.L.O.
105 MAX. O.A. FRAME WIDTH tl
15.55.50" MAX. O.A.
a
FRAME WIDTH 21.00" 6.84"
j� .—j n
d I D.L.O. I I I D.L.O. �•, n� m
E
a
'•PC Y o o'� 'c
O a Z p 2 o f N
Q � Fjm� VS 4
s o 3a m°O
N // v / m V
DOUBLE DOOR W/SIDELTiES BOXED
DESIGN PRESSURE (PSF)
+47.00 1 -47.00
67.50" MAX. O.A. F_y 74.00" MAX. O.A.
FRAME WIDTH FRAME WIDTH
21.00" 6.84" �t nn" UAv
SINGLE DOOR W/SIDELITE SINGLE DOOR W/SIDELRES
a vcn /,Hamm lnl lc wren A, cu I RnYPn Irnm nhjl inl m wren • cu I
DESIGN PRESSURE (PSF)
C.H.S.
+47.00
-47.00
BOXED
+47.00
-47.00
DESIGN PRESSURE (PSF)
C.H.S.
1 +47.00
-47.00
BOXED
1 +47.00
-47.00
DOUBLE DOOR
DESIGN PRESSURE-(PSF) uwa. ar: EW
+44X"gv ; A7 nn-1 n No LFS
5-2581
_-L OF
INTERIO
XT RIO
1.14" MIN. _
PENETRATION
•.1
INTERIOR
EXTERIOf
1/4" MAX.
SHIM SPACE TYP
.14" MIN.
CTR—SINK
_ 1.14" MIN.
PENETRATION
r; r
36
33
OUTSWING CONFIGURATION
2 HORIZONTAL CROSS SECTION
2 OUTSWING CONFIGURATION
3 HORIZONTAL CROSS SECTION
2 OUTSWING CONFIGURATION
EXTERIOR
1.14" MIN. 48 o
PENETRATION w
CTR, SINK
a�
33
a
F�$ d
C� 20m u
s Ila,
oa=;3 Jf
4 \ HORIZONTAL CROSS SECTION
\2,/ OUTSWING CONFIGURATION
1.14" MIN.
PENETRATION
.14" MIN.
t CTR-SINK
Q48 2 1 27
1'a
a \ HORIZONTAL CROSS SEC77ON
NOTES; 2 OUTSWING CONFIGURATION
1. STRIKES FOR LATCH & DEADBOLT ATTACHED TO ASTRAGAL WITH 10-32 X 5/8" - 2 EACH.
2. BOTTOM AND TOP ASTRAGAL BOLTS 19-1/2" X 0.313' DIAMETER.
3. ASTRAGAL ATTACHED WITH 10) #8 X 1" PFH DRYWALL SCREWS, 2) 0 2.5'ti (i ®3.5
(1) ® 10.375", (1) ® 18. 75 , (1) ® 26.25", (1) 034.25 (1S ® 44.25 , (�) ® 77.25
4. LOCK SET LOCATED ® 33.125' FROM B07TOM OF DOOR PANEL.
5. DEADBOLT LOCATED ® 38.625" FROM 807TOM OF DOOR PANEL
6. HINGES (3) LOCATED ® 8.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER
x
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er: LFS
4G NO.:
S-258]
2 ov 9
1.14" MIN.
48
PENETRATION
.14" MIN.
7�
CTR—SINK 41
36 2
49 27
44 IN
2
(2) HORIZONTAL CROSS SECTION
�3 OUTSWING CONFIGURATION
1.14" MIN.
PENETRATION
0.25" MAX.
SHIM SPACE TYP.
.14 MIN'
-1 CTR—SINK
m
gn
HORIZONTAL CROSS SECTION
OUTSWING CONFIGURATION
w 48 W
33
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EXTERIOR INTERIOR EXTERIOR INTERIO
VERTICAL CROSS SECTION
\,�3 OUTSWING CONFIGURATION
L
t VERTICAL CROSS SECTION
\, �3 OUTSWING CONFIGURATION
Ere. EW
ut. LFS
NG NO.:
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6" 6 6" ; 6 • w 6"
d' d' pVT ID2 °Q N
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10
SEE V u aam° $
DETAIL 1 °
33 33 I 8 r
TYP. HEAD & TYP. HEAD & I3
2X BUCK JAMBS — 2X BUCK JAMBS
DOOR FRAME DOOR FRAME Z i
• w - �,,: :9, g o W
log
MASONRY OPENING MASONRY OPENING xra`"
U O
28
SEE
TYP. DETAIL 2 }m
I fl
N
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DOOR FRAME ANCHORING DOOR FRAME ANCHORING
DESIGN PRESSURE f 47.00 PSF DESIGN PRESSURE f 47.00 PSF
28 3 a
0
0
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Aprr°mi ux cexl,{ylcgtvl:i tie Mr., 8/17 05
. F:munadiCg ' SCALDS N.T.S.
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DETAIL 1 DETAIL 2 5-2581
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TYP. HEAD & HEAD &JAMBS a o 3
2X BUCK — 2X BUCK _ �8 D o
INTEGRAL 41Z
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MULLION COMBINATION ¢ w R
DOOR FRAME w DOOR FRAME MULLION
28 — Fz c o
TYP. SILL S M
MASONRY OPENING MASONRY OPENING a
28 m
TYP. SILL _
m _
•� z
ulEx
DOOR FRAME ANCHORING (CHS) DOOR FRAME ANCHORING (BOXED) 4.--;
DESIGN PRESSURE f 47.00 PSF DESIGN PRESSURE t 47.00 PSF tt.
Appmved aestw*w8wftbtEe DATE-. B 17/05
FZT:ldoB.Mog smE: N.T.S.
anti, DO. BY: EW
ela,u
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S-2581
sHm 5 of 9
2X BUCK
DOOR FRAME
MASONRY OPENING
TYPE. HEAD &
JAMBS
6^
3"
X�
COMBINATION t w
III MULLION _ ^ �
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DOOR FRAME ANCHORING (BOXED)
DESIGN PRESSURE f 47.00 PSF
2X BUCK
DOOR FRAME
MASONRY OPENING
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DRAWING 0.:
S-25B1
sNCEr 6 OF 9
37 49 27 SELF THREADING SCREW $
SPACED AT 8.87" O.C. '.�
m
6" 6" 1.0" MIN.
3" 8" 8" 6° 8' GLASS THK. aRn mm
3" 3" 3" � m 8 c
3" 3 ►{ 3" '.'> i r"• 1/8" TEMPERED t a a
I I Y i GLASS
•: { { { { { { { { { { { { { { � }y :�..•I =•''• a•.2S "gym a °
^ AIR SPACE a S $ °
SEELi TEMPERED
— DETAIL 1 GLASS c u
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7YP. HEAD & e HOT MELT ADHESIVE SWIGGLE SILL (TRUSEAL)
JAMBS
2X BUCK _ 0.5" ,y
GLASS BITE HOT MELT GLAZING COMPOUND
k a 4� ?a
COMBINAnON , �
SIDELITEJ MULLION w GLAZING DETAIL (SIDELITE) W o r %
FRAME g• 12
_ 8 49 27 SELF THREADING SCREW 1�oma
MASONRY 37 SPACED AT 8.50" O.C. x¢ o
1.0" MIN. Q�Q
OPENING — _ — f � GLASS THK. a �'
. SEE m
28 DETAIL 2 "�:•"•,;::::.;;:•;�:•�:� 1/8" TEMPERED
TYP. SILL GLASS
cm ^ AIR SPACE
`s: :"• I ' 1/8" TEMPERED N
J_ GLASS 1
DOOR FRAME ANCHORING
DESIGN PRESSURE f 47.00 PSF HOT MELT ADHESIVE SWIGGLE SILL (TRUSEAL)
0.5"
28 23 GLASS BITE HOT MELT GLAZING COMPOUND
GLAZING DETAIL (DOOR) -
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DATE: 8 17 05
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DETAIL 1 DETAIL S-2581
SHEET 7 OF 9
I
1.907" —+{ .201 " 4.563"
.115" r
N
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IN
1 N
10
to � �L t
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2 SIDE HEAD &LATCH JAMBS �
I� 2.390"
I 3
IN
_.LOCK STILE SUPPORTER 16 LOCK STELE EDGE � 4
6
.316" N 0
1.220" � � 1.562" 4.563" --I�
t N
GO N CR M
N to to r
�—-f m
f
14 EDGE STILE 13 SUPPORTER 11 TOP RAIL 17 LOCK BLOCK 5 OU7-SWING THRESHOLD
765" 4.563"
N
1� 1 1.562" °J 1.562"
iv (n L
2.010" o
_ N O
_ N
1 50
.286" .760"
45 SIDELITE STELE 46 SIDELITE RAIL 9 B07TOM RAIL 43 SIDELITE SPACER 7 M LLION
1.220"
n
0
SILL KEY KIT DETAIL
4.560"
2.435" -----i
0
0 0
5'
3.500"
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8 OF
37
LITE FRAME
PC/ASA
38
ASTRAGAL SCREW J/8 X 1" PFHWS
STEEL
39
�9 x 2-1/4' PFHWS
STEEL
40
ASTRAGAL
ALUM.
41
1" INSULATED GLASS - 1/8" TEMPERED -AIR - 1/8" TEMPERED
GLASS
4z
NOT USED
-
43
OU7SWING SIDELfTE SPACER
PVC
44
BEAD 1/4" ROUND
WOOD
45
LVL SIDELITE STILE
POPLAR
46
LVL SIDELI7E RAIL
POPLAR
47
#8 X 2-1/2" PFH WS
STEEL
48
MASONRY
CONC.
4g
SCREW PLUG
PC/ASA
50
BOLT RETAINER TOP BOTTOM
PVC
51
SLIDE BOLT ROD
STEEL
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ALUMINUM ASTRAGAL ASSEMBLY 40 ALUMINUM ASTRAGAL
BY ENDURA PRODUCTS BY ENDURA PRODUCTS
19,750" z
—{ I--- 0.31.3 I L
SLIDE BOLT ROD n
51 STEEL
0.500"
o BOLT RETAINER
'�? — 500" 50 TOP / BOTTOM Qo
L�
z
Ari.mved ua m�,sOlft whh the WTE: 8/17 05
F hdu a: 'v C scu.e: N.T.S.
650" — � NOAu _ DwG, BY.. EW
• ! Aso e; i'ridm ttuc, BY: LFS
! 't
�1 WEATHER—STRIPPING Rf ORAWRIG NO.:
5-2581
SHEET 9 OF_a_
Lq
10
ITEM
DESCRIPTION
MATERIAL
1
FIBERGLASS SKIN 0,079" MIN. THICKNESS
FIBERGLASS
2
SIDELRE JAMB FINGER -JOINT PINE
WOOD
3
HINGE JAMB -FINGER-JOINT PINE
WOOD
4
HEAD JAMB FINGER -JOINT PINE
WOOD
5
OUT -SWING THRESHOLD ALUMINUM Y// COMPOSITE SUBSTRATE
ALUM./COMP.
6
LATCH JAMB FINGER -JOINT PINE
WOOD
7
MULLION
WOOD
8
�l10 X 2.0" PFHWS
STEEL
g
PVC/LVL/COMPOSITE BOTTOM RAIL
PVC/LVL
t.