965 NE 92 St (13)BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): (Building Electrical Plumbing Mechanical Roofing
i Name (Fee Simple Titleholder) �, - (' Phone it �J % J 1. — 4
Owner's Address i
city iti`
Zip 77 ,r/ jay
Tenant/Lessee Name Phone #
State
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores., Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 E3 ?1"
Permit No.( : JCS
Master Permit No.
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip ''
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name ! ',i`�,�; _ Phone #
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ \ Square / Linear Footage Of Work:
Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition
Describe Work: 1 - t (, j _ CI r
***,****,*,* ****** * * *,* * * * * ** * * *** * * * * *** *, F ** * *,* * * ** * *** ** ** * * * * *** * ** *,*
Submittal Fee $ Permit Fee $ // CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side -+
Signature,
Owner or Agent
••• •• •
who is personally known to me or who has produ �.1)
Signature
Contractor
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 of all laws regulating
construction in this jurisdiction. I understand that a separate permit mus_ be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me this
day of . _.9 , Ate; by. „( .). I. .; L .. LJ - .„ day of , 20 , by
who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PU NOTARY PUBLIC:
Sign:
Print:
My Co ission Expires:
Sign:
Print:
My Commission Expires:
* * * * * ** * * ** * * * * * * * ** * * * * *k * ** ik *** *************************************** * * * * * * * * * * * * * * * * * * * * ** ** * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate'any contract disputes.
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial C
7. f'understand that if any person gets injured on my construction project —they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial �C
8: I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on rriy•property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this
Bj.(ase ko C,2
Produced there License or
OWNER
In
Initial
' • •
,20 OG
who was personally known to me or who has
as identification.
NOTARY
..
• ••• ••
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
X NAME: �J C ■ LL '
,� • DATE: 64 !kg
ADDRESS:
a go it
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.1.03(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial' building at a cost of.$25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease; If you sell or lease a
building you have built yourself within one year after the.construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
.person working on your building who is not licensed must work under•your supervision and must
be employed by you, which means.that.you must deduct F.I.C.A and with - holdings tax and •
provide workers' compensation for that employee,.all,as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial
3. .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
Initial
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
M 1 A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTA;Irf
Jeld -Wen, Inc.
317525 Highway 97 N.
Chiloquin, OR 97624
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• • MIAMI -DBE COUNTY, FLORIDA
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. "• ' • • ° • • METRO -t DE FLAGLER BUILDING
•
• • • • • • • •140.1'oEST FIAGILFjt STREET, SUITE 1603
MLRMI, •. • • • FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
• •• ••• ••
•
•• ' • • ••• • ••• •' " M`/LJII V
This NOA is being issued und4 lf9ib les aci regulati govern g the se of construction aterials.
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 AHJ (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 within 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Jeld- Wen ®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites-
Impact Resistant
APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107"
x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3
dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
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 be 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.
TERMINATION 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.
ADVERTISEMENT: 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.
INSPECTION: 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 revises NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime Eisen, P.E.
NOA No 02- 1211.18
Expiration Date: August 15, 2007
Approval Date: January 30, 2003
Page 1
Jeld -Wen, Inc.
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NOTICE OF ACCEPTANCE: . • EVIDENCE 515BMWI1 I1
(For File ONLY. Not part of NOA)
.•• • • • •• ..... '•
• •.. . . . • •
A. DRAWINGS . . . • • . . . . •
1. Manufacturer's die drawings and sections. • • •..
..
2. Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to
107" x 6 -8 Unit", sheets 1 through 7 of 7, prepared by R.W Building Consultants,
Inc., dated 9/11/01 with revision 3 dated 10/22/02.
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 SFBC 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of a DoorCraft series
opaque wood edge steel door, prepared by Certified Testing Laboratories, Test
Report No. CTLA -961W, dated 10/23/01, signed and sealed by Ramesh C. Patel,
P.E.
Submitted under NOA #01- 1218.05
2. 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) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of DoorCraft series
OXXO configuration outswing and inswing opaque wood edge steel door,
prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, dated
11/01/01, signed and sealed by Ramesh C. Patel, P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis dated 12/2/02, prepared by R.W.
Building Consultants, Inc., signed and sealed by Lyndon F. Schimdt, P.E.
Submitted under NOA #01- 1218.05
2. Anchor Calculations and structural analysis, prepared by Wendell Haney, P.E.,
dated 12/15/01, signed and sealed by Wendell Haney, P.E.
E -1
Jaime Eisen, P.E.
Product Control Division
NOA No 02- 1211.18
Expiration Date: August 15, 2007
Approval Date: January 30, 2003
E -2
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Jeld -Wen, Inc. • • • • . '• •'•
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NOTICE OF ACCEPTANCE: . EVIDENCE BVBMtTt '
(For File ONLY. Not part of NOA)
D. MATERIAL CERTIFICATIONS ' ' . • • • • •
1. Notice of Acceptance No. 01- 0718.08 issueJto CiDL,InZ• fo ;;HP Propropylene
Doorlight Assembly" dated 1/17/02, expiring on 1/17/06.
2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA-
696WA/DADE01013, dated May 03, 2001, tested per ASTM E8/A370 or B557,
signed and sealed by Ramesh C. Patel, P.E.
3. Test reports No. J9906660 -001 for "Surface burning characteristics" per ASTM
E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April
8, 1999, issued by Intertek Testing Services.
4. Notice of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc.
for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07.
E. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 12/2/02, signed
and sealed by Lyndon Schmidt, P.E.
2. Statement letter of no financial interest, dated 10/10/02, signed by Steve Frey.
F. OTHER
1. Notice of Acceptance No. 01- 1218.05 issued to Jeld -Wen, Inc. for Series
"DoorCraft ®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites"
dated 10/15/02, expiring on 10/15/07.
Jaime Eisen, P.E.
Product Control Division
NOA No 02- 1211.18
Expiration Date: August 15, 2007
Approval Date: January 30, 2003
DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED)
UNIT TYPE
POSITIVE NEGATIVE
SINGLE W /WO SIDELITES
+66.7 psf -70.0 psf
DOUBLE W /W0 SIDELITES (WINDJAMBER II ASTRAGAL)
+66.7 psf -70.0 psf
DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL)
+57.0 psf -57.0 psf
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
GENFRAL NOTFS AND TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTIONS & BILL OF MATERIALS
3
HORIZONTAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS & NOTES
5
ANCHORING LOCATIONS & DETAILS
6
ANCHORING LOCATIONS & GLAZING DETAIL
7
UNIT COMPONENTS
37.5" OVERALL
14 "
PANEL
MAX.
WIDTH
107" OVERALL MAX. FRAME WIDTH
36.625"
MAX. FRAME WIDTH
36" MAX,
r PANEL WIDTH
P
NEL WIDTH 36" MAX.
PANEL WIDTH -- PANEL WIDTH
W /ASTRAGAL
FRAME WIDTH
MAX.
PANEL WIDTH
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OVERALL
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DOUBLE W /SIOEI ITE5
PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE
FOR THE SIDELITES ONLY.
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE
CONFIGURATION. /J
RESIDENTIAL INSULATED STEEL DOOR
(Common to all frame conditions)
Door Leof Construction:
Face sheets.; 24 ga. (0.020 ") minimum thickness. Galvanized steel
A - 525 commercial quality - AKDO per ASTM 620 with yield
strength Fy(ove.) =23,675 psi.
Core design' Expanded polystyrene with 1.0 to 1.25 lbs. density,
by Jeld -Wen, Inc.
Panel Construction: The active and inactive panels ore constructed from 24 go.
(0.020" min.) galvanized steel. The face sheet top and bottoms ore bent 90'
over the top and bottom roils. The top roil consists of LVL measuring 1.57" x
1.042 ". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67'
x 1.21" with a 1.645" x .3.0" x 0.831" piece of pressed fiber board of each
corner attached w /0.5" x 2.0" wire staples. The sides of the face sheet are
roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.0 ".
The interior cavity is filled with polystyrene. The face sheets ore glued to the
polystyrene.
Sash Construction* The sash is constructed from 24GA. (0.020" min.) galvanized
steel. The edges of the face sheet are bent 90' over the polystyrene core and
glued to il. The sashes are routed to receive the OOL (HP Polypropylene -
Thermofil- P6- 30F140391) & Trinity lite frames. The units ore glazed with 0.125"
tempered gloss. The lite frames are wet glazed on the exterior.
Frame Construction: The frames are constructed from Pine jambs measuring
4.563" x 1.25•. The heod jambs ore mortised and butt joined to the side
jombs and attached with (3) 16 go. 2' x 7/16" crown wire staples. The units
use o bump face threshold meosuring 4.041" x 1.0 ". The threshold is attached
to the frame with (3) 16GA. 2" x 7/16" crown wire staples.
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DOUBLE
OUTSWING UNIT
O UTSW NG UNI
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10
AU UNITS ARE NEWER
FROM INTERIOR
1
OUTSWING UNIT
SINGLE W /SIDELITES
OUTSWING UNIT
1
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�BUI? NG
ccyysu TANTS, INC
813.659.9197
mrE: 09/ 1 1 /01
SCA.E: N.T.S.
o0G. BY: TJH
CNN. BY: RW
DRAWING NO.:
S -2104
SHEET 1 or 7
a
•
2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
a. PRODUCT SHALL BE AS LISTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY
HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART.
6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS
IN -N6 HVG
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9
OUISWINC BUMPER THRESHOLD (.050' EXTRUDED ALUM. BY PEMKO)
ALUM.
10
COMPRESSION WEATHERSTRIP SCHLEGEL 0 -1074 ODS 650)
FOAM
11
TOP RAIL (1.67" x 1.0")
WOOD
12
BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.)
STEEL
13
DOOR HINGE STILE (1.67" x 1.0 ")
WOOD
14
410 x 1 3/4" PFH W000 SCREW
STEEL
15
WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ")
WOOD
16
1/4" x 2 7/4" TAPCON
STEEL
17
EXPANDED POLYSTYRENE (1.0 to 1.25 lb. DENSITY) BY JELD -WEN
FOAM
18
OPTIONAL EXTRUDED ALUM. ASTRAGAL (,050" WALL IMPERIAL)
ALUM.
19
2. WOOD SUB BUCK
w000
20
SHIM MATERIAL (.25" MAX. THK.)
-
21
KWIKSET TITAN 700 SERIES KNOB
-
22
KWIKSET TITAN 700 SERIES DEADBOLT
-
23
BRAD TRIM NAIL 3/4" L
STEEL
24
P8 x 2" PFH WOOD SCREW
STEEL
25
P8 x 2 1/2" PFH WOOD SCREW
STEEL
26
ASTRAGAL EXTRUDED ALUM. (wR68J !f/rva14J/BER H)
ALUM.
27
YALE KNOB HERITAGE SERIES
-
28
YALE DEADBOLT HERITAGE SERIES
-
29
SILICONE CAULK (CR LAWRENCE 33C)
SILICONE
30
GLAZING COMPOUND (050 BY ODL)
SILICONE
31
18 x 1" PFH WOOD SCREW (WR68J ASTRAGAL TO DOOR)
STEEL
32
318" x 3/8" 1/4" ROUND SIDELITE STOP
WOOD _ •
33
x 1 1/2" TEK SCREW (LITE FRAME) •
• STEEL •
34
SCHLAGE KNOB SET • •
• •
• -
35
4'F51
SCHLAGE DEADBOLT 8360
• - •
36
STEEL SIDELITE PANEL 24GA. (.021" MIN. STE[!)• •
• • STEEL • .
37
1/8" TEMPERED GLASS (BY PPG) •
GLASS
38
LITE FRAME (001 HP POLYPROP. THERMOFIL- P6- 30
POLYPROP.
39
LATCH JAMB (I 1/4 x 4 9/16" PONDEROSA FINGER JOINIt0 TIME}
PINE • .
40
P10 x 2" PFH WOOD SCREW ......•
• STEEL•
41
110 x 1" PFH W000 SCREW (IMPERIAL ASTRAGAL TO DOOR)
STEEL •
42
.3/4" THK. x 4 Or DEEP PRESSURE TREATED REINFORCEMENT* • •
• WOOD •
43
1/4" x 1 3/8 WOOD MUWON CAP •
•
• WOOD. a
44
•
16GA BRAD TRIM NAIL 1" L.
STEEL • 4
45
GLAZING COMPOUND DOW 1 199 SILICONE • • • • •
• SILICONE
46
LITE FRAME BY TRINITY FOR 7/2" GLASS : •
•POIYPROP.
47
7/2" INSULTED TEMP. GLASS BY TRINITY / AMPAC
• - • •
48
LITE FRAME BY TRINITY FOR 7" GLASS • •
POLYPRCP..
49
1" INSULATED TEMP. GLASS BY TRINITY /AMPAC • •
• -
50
LITE FRAME SCREW 16 X 1 1/2" PANHEAD "
( STEEL • •
EXTERIOR
m
h W
N
1.75" MIN.
PANEL THK.
INTERIOR
1 VERTICAL CROSS - SECTION
2 DOOR PANEL
SEE NOTE
7 SHT. 4
SEE NOTE
4 SHT. 4
INTERIOR
SEE NOTE
3 SHE 4
FXTFRIOR
.125" MIN.
GLASS THK.
1.75" MIN.
PANEL THK.
22 VERTICAL CROSS- SECTION
SIDELITE SASH
EspLra
ay
Date
1
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BUIllDwG
SULTANTS. wC
13.659.9197
09/11/01
SCALE, N.T.S.
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PRODUCT REVISED
msplyhag with De Florida
Diddlim Code N.4. - 1211.18
•T;tlGiT•
Cmtrot
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S -2104
SN¢r 2 or 7
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HORI7ONTAI CROSS SECTION
3 AT ASTRAGAL W/ITEM #26
WINDJAMBER WR68J
SEE DESIGN PRESSURE RATING
CHART SHEET 1
FXTFRIOR
000
•
0 CD 0
Min
MI 41)
4
SEE NOTE
5 SHT. 4
1.15" MIN.
EMB.
_ .15" MIN.
C- SINK
INT FRIOR
.25 MAX.
SHIM THK. 0 HORIZONTAL CROSS SECTION
LATCH JAMB TO BUCK
INACTIVE
0 HORIZONTAI CROSS SECTION
HINGE JAMB TO BUCK
.15" MIN.
C -SINK
ASTRAGAL RETAINER BOLTS (2)
TOTAL, (1) 9.0" L. x
.312" DIA. 0 TOP & (1)
9.0" L. x .312" DIA. 0 BOTTOM
Z
SEE NOTE
2 SHT. 4
CD (1)
7 ‘411011
)
A lig
m 171
41)
OPTIONAL ASTRAGAL
0 HORIZONTAL CROSS SECT/ON
AT ASTRAGAL W/ ITEM #18
IMPERIAL ASTRAGAL
SEE DESIGN PRESSURE RATING
CHART SHEET 1
.25" MAX.
SHIM THK.
ALUM. RETAINING SLIDE
(3) 1.0" x 4.5" x 0.565"
.15 MIN.
EMB.
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ACTS
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PRODUCT REVISED
compIyhtg wilt Oa Melds
Mean Oak
Acaptasta Nerfiekke,
&Prat Date
II/At
By
M1
Dials
yo1
m
0
0
2 C
0
0
z
2
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BUILDING
C SULTANTS. INC.
13.659.9197
DT 09/11/01
SCALE: N. T .S.
OWG. BY TJH
o•tx. pr. RW
ORA1WNC KO.:
S-2104
SKEET 3 OF 7
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SEE NOTE
3 SHT. 4 SEE NOTE
4 SHT. 4
SEE NOTE
7 SHT. 4
SEE NOTE
6 SHT. 4
O i HORIZONTAL CROSS SECTION
4 AT SIDE! ITF TO LATCH JAMB. TYP.
NOTES:
1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE
INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 7.0 ", 3.0" & 5.0 ". FROM THE BOTTOM UP; 7.0 ",
3.0 ", 5.0 ", 20.0" & 38.75 ".
2. SPACING FOR ITEM 41 /10 x 7' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE
INACTIVE DOOR I5 AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ", 2.5 ", 4.0 ", 5.5 ",
13.0 ", 18.0" & 26.0 ". (74 PFH SCREWS TOTAL)
3. SPACING FOR //8 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2)
SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN
ON THE SIDES; 3.0 ", 13.0 ", 26.0 ", 39.0 ", 52.0" & 63.0 ".
4. SPACING FOR 8RAO TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE
SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1)
MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON
THE FIELD.
5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2"
PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT
THE MULLION USE 18 x 2." PFH WOOD SCREW.
6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS
AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A
TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION.
7. THE SIDELITE 15 SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE
SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L.
8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE /10 x 2 PFH WOOD
SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE
1 10 x 1 3/4" PFH WOOD SCREW.
9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 144 A
1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER.
10. SPACING FOR ITEM /50 THE //6 X 7 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME I5 AS FOLLOWS:
FROM THE TOP GOWN ON THE SIDES (5) AT 3.25 ", 18.0625 ", 32.8125 ", 47.5625" & 62.625 ".
THE TOP & BOTTOM (1) SCREW AT 4.4375 ".
0 4 22 HORI7ONTAL CROSS SECTION
AT SIDELITE TO HINGE ,IAMB. TYP
SEE NOTE
7 SHT. 4
1.75" MIN.
EMB.
.25" MAX.
SHIM THK.
.15" MIN.
COUNTERSINK
Z =
r
a
SEE NOTE
4 SHT. 4
SEE NOTE
SEE NOTE 3 SHT. 4
4 SHT. 4
W = •
N •
114'1" � RI R
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SEE NOTE • • •
7 SHT. 4 3 HORIZONTAL CROSS SECTION • • •
4 AT SIOFIITF TO BUCK. TYP.
PRODUCT REVISED
saspiyhq lath die Florida
Buhl* Cede
Sampans No
Expire Did
•. MZ1
Od Comm'
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BU•D NO
CONSULTANTS. iNC.
%13.659.9797
DATE 09/71/07
Swt: N.T.S.
C.V. Cr: TJH
CNx. er: RW
ORAWNG NO.:
S -2104
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SEE NOTE
6 SHT. 4
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I 1 ttP• f l I 1 1 TYP. 1
F— 6" 3" . 6" -
3" 3
_ SEE DETAIL
K SHT. 5
I.
DOUBLF DOOR ANCHORING LOCATIONS
SEE NOTE
5 SHT. 4
0 r►P
DETAI G HINGE
TO JAMBS & DOOR
SEE NOTE 5 SHT. 4
OFTAII, F HEADER
WINDJAMBER ASTRAGAL OPTI•NALL DETAIL F HEADER RETAINER IMPERIAL ASTRAGAL
R BOLAS HEADER R ETAINER BOLT HEADER
STRIKE PLATE STRIKE PLATE
DETAIL J STRIKE
PLATES TO JAMBS
SEE NOTE 5 SHT. 4
SEE NOTE
5 SHT. 4
SEE NOTE
5 SHT. 4
DETAIL H STRIKE
PLATES TO WINDJAMER
ASTRAGAL
OPTIONAI DETAII H STRIKE
PLATES TO IMPERIAL
ASTRAGAL
TYP.
3" —I 4-
4.5" —
1— 3" 3 "
� TYP
I
6" k 6" --I
3"
II
—3
DFTAII K SW
WINDJAMBER ASTRAGAL
RETAINER BOLT HOLES
—I I— 3"
— 4.5"
SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS
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ASTRAGAL RETAINER BOLT
••••
o HOLES MUST BE DRILLED • • • •
•• •• • • • • •
THROUGH THE THRESHOLD •
& INTO THE MASONRY • • • • •
DEEP ENOUGH FOR A 2" THROW • • , (r)
•HIT • •
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212121 A DET AIL K •
IMPERIAL ASTRAL •
RETAINER BOLT THRESAAD
STRIKE PLATE
PRODUCT REVISED
as to•Iprying with t►s Florida
Baldla/ Code
Aoeeptaaoe Ne
Expire • Dee
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BU•DINC
CSNSULTANTS. INC
"313.659.9197
OAT[: 09/11/01
SCALE: N. T.S.
rnti. BT TJH
a«. ST: RW
DRAWING NO.:
S -2104
slim 5 or 7
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TYP.
— 1
L
SEE DETAIL
H SHEET 5
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SEE
DETAIL
J SHT
5
5 i "-%
3" —i
. F- 3" 1 - 5
TYP
SEE NOTE
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TYP.
3 " --I1—� IJ
as
3"
— 6"
3"
3" TYP 3 " H
SEE NOTE
6 SHT. 4
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n
16
TYP.
3"
3" —
DOUBLE DOOR W /SIOFJ JTFS ANCHORING I OCATIONS
EXTERIOR
CD
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� 1 I
1.twr
1 �1
so he,
0.5" GLASS
BITE fel A21NG D(AIL
1" INSULATED TMP RD .ASS
TRINITY LITE FRAME
SEE NOTE
10 SHT. 4
TYP.
SEE DETAIL
H SHEET 5
SEE NOTE
6 SHT. 4
SEE DETAIL
K SHT. 5
16
TYP
1/8" TEMPERED
GLASS
6" —
3" AIR SPACE
1/8" TEMPERED
GLASS
INTERIOR
TYP
TYP.
4.5"
0.5" GLASS
BITE
SEE NOTE
10 SHT. 4
GIAZIND DRAW
1 /2' INSUI ATM TFMPFRFD GI AS$
TRINTTY LITE FRAME
EXTERIOR
INTERIOR
1/8" TEMPERED GLASS
1/4" AIR SPACE
1/8" TEMPERED GLASS
SEE
DETAIL
J SHT.
5
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TYP.
TYP.
TYP.
-_-0 07:
_
_ 16
I I I
6" -1 F- - 1-6-
1
SINGLE DOOR ANCHORING LOCATIONS
Z = FXTFRIOR
1 .
n
INTERIOR 0.5" GLASS
BITE
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DATE: 09/11/01
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WOOD FRAME v '
4.041'
- 11 J
OUTSWING BUMPFACE THRFSHOI Q
LOW PROFII E
.050" EXTRUDED ALUMINUM
9
DRILL TRU
FOR A 18
PFH WOOD
SCREW 2PLCS
3.0"
DRILL TRU FOR
.357" DIA. ASTRAGAL
RETAINER BOLTS
WINOJAMRFR II WR68J STRIKE PI ATE
STEEL PLATE
in
0
U I VL LATCH STILE
—11—.125"
Ln
} L 2.4375" --{ 38
LITF FRAME ODL
HP POLYPROPYLENE
(TH ERM OFIL -P6 - 30FM 0391)
F- 1.75' —i
2.521"
TRINITY LITE FRAME
LUPOY EU -5007
1/2" GLASS FRAME
m
h
2.35 —j
.912"
OPTIONAL
IMPERIAL ASTRAGAL
EXTRUDED Al UMINUM .075" WALL
ASTRAGAL HAS
(1) 9.0" L. x .312" DIA.
BOLT m TOP &
(1) 9.0" L. x .312" DIA.
BOLT ® BOTTOM
0
0
11
DOOR TOP &
12 H1.73"
HINGE STII F
13
0
i a
0
0'
.5 25i " L .
COMPRESSION WFATHERSRTIP
SCHLEGEL 0 -LON 005 65Q
1.013"
F— 1.75" --i I }
2.521"
TRINITY I ITF FRAME
LUPOY EU -5007
1" GLASS FRAME
N
L I
4 x 4 STEEL DOOR HINGE
.097" THK. STEEL BY HAGER
000R STEEL FDGF CAP. BOTTOM
.021" ROLL FORMED STEEL
1
0
L
--I 1.0"
ASTRAGAL HAS
n (2) 8 .0" L. x .312" DIA.
c'i BOLTS 014/ BOTTOM &
(2) 8 .0" L. x .312" DIA.
BOLTS ® TOP
L ,- j
I— 1.767" 8
26 a
ASTRAGAL fY/NL=L4MBFR // • 1 • II
•
(WR68J T -6063 EXTRUDED AI UMIIgUM • •
11.875" •
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WOOD LOCK BLOCK. 1.7 P •ANFt.• •
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BUIWIN6
CONSULTANTS. INC
1,13.659.9197
DATE: 09/11/01
SCALE: N.T.
DWC. er: TJH
c oc. er: RW
DRAwwG R0:
S - 2 104
SMEEI 7 or 7
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