WS-07-2441Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
iiiy -... f .i :•,iF }:e
Inspection Date: 12/19/2007
Inspector: Grande, Claudio
Owner: RENES, CECILIA
Job Address: 705 94 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
LoosWork Classification: Door Replacement
Block:
Phone Number (786)587 -0701
Parcel Number 1132060141960
Lot:
Building Department Comments
REPLACING PATIO DOORS
®EC 192 1
Passed
6
��
Inspector Comments
CREATED AS REINSPECTION FOR INSP-69839. Screws used to
attach frame to wall are not as per the approved product approval. Not
tapcons, cannot use drywall screws.
Spacing not as per P.A. 12/17/07 CG
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, December 18, 2007
Page 2 of 2
tiArtAtn
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972!
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Permit No.
Master Permit No.
LDi
By :_
Electrical Plumbing
Mechanical
Roofing
Owner's Name (Fee Simple Titleholder) C . kttrA Phone # teo S8)-- 0-0/
Owner's Address k j€-� ciccot
Zip S513
Phone #
City \°(.9.1 , 242275, State r
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
County Miami -Dade
Zip
•-313,s?'
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address
City State Zip
Qualifier Name Phone #
NO
Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ '21
Square / Linear Footage Of Work:
Type of Work: ['Addition ['Alteration [New
Describe Work: I LAN,
Repair/Replace Demolition
Submittal Fee $
Notary $ �: (I) Training /Education Fee $
Scanning $ to '00 Radon $
Bond $ Code En
Structural Review. $
Permit Fee $ `/0 • CCF $ • 2O CO /C
0 -40 Technology Fee $ C2
EC 21
MIAMI SHORES V L? AGE
Zoning $
jTotal Fee Now Due $ 7 `LS -55
See Reverse side *i
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 must 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 $2500, the applicant must
promise in good faith • t a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is sub tachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectio ? i r' curs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be o' .' and a reinspection fee will be charged.
Signature
Agent Contractor
The foregoing ins wledged before me this 5 The foregoing instrument was acknowledged before me this
day of 0 �2 i b ?� ',. -& , day of , 20 , by
who is personally known • me or who has produced T1 g ,...who is personally known to me or who has produced
As identification and who did take an oath. 4 as identification and who did take an oath.
NOTARY PUBLIC:
o� b�d'k'l ti' jOTARY PUBLIC:
Ti 4'4. 4(i,b'e , 4.
Sign: j �i �I • L�lI1 l�ia G74. e. o4 Sv, s Sign:
• Print: ;1i1� . ..`. ' _iIl ' . f� ��:.F ' .$.• Print:
My Commission Expires: ;.;� My Commission Expires:
**************** * * *** ** * * * * * *** * * * ** * * *****t *'w
APPLICATION APPROVED BY:
(Revised 02/08106)
* * * * **
*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: L.CA f--"E\sY5-5 DATE: 12/5/0±
ADDRESS: Litt‘ S" •
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 489.103(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 °C-C2---
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
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.
Initial °0-C2.---
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 mitigat&any contract disputes.
Initial
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
QeZ
7. I 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
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Initial
Was acknowledged before me this 5 day of ar.M4W, 20 ( 1
B 4l(� e(JLS who was ersonal) known to me or who
personally has
as identification.
Miami Shores Village
Building Department
Date: 1 2145/ •
10050 N.E. 2"d Avenue
Miami Shores, Fl 33138
Tel: 305- 795 -2204
Fax: 305-756-8972
Permit No: RC- ®7-- Z'/t!/
Job Name: /2e0.1-€
Building Critique Sheet
Page 1 of 1
Provide Design Pressures for all openings to receive new window
amilmoseitszezdaveisorsi
Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) &
1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a
Professional Engineer or Registered Architect.
P,ao duet Pp/Ldva -C 0 06#9,i?eO 16 4- I, is /Z. A-
6 -42.Qc/ /1e <7,4- ss.Pin ( ?Val ad•.
Claudio Grande CBO SQ�t
305- 795 -2204
DEC ® 2007
iami Shores Building Department
BYo_oo_em_a _vevaoo_e
'roduct Approval Schedule / Comparison Chart
\$(5(6''
19
Address:
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
-- - - --
Rough Opening
v - t
Shutter Required
- - - ..- v
Mullion Required
zT�
Impact
ID
or Door or Mullion
Number
Design Pressure
Pressure
Size
Yes / No
Yes / No
Yes / No
R$1. (0 1 I 1 /
C55-0A , -0
( +) PSF ( -) PSF
( +) PSF (-) PSF
;+,s .,
+
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4
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• • • •
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••••
:
MIAMI-
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld - Wen
3250 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
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
www.buildingcodeonline.com
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 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 Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "6 -8" Outswing" Glazed Steel Door — L.M.I.
APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip
Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" 04/08/06, signed and
sealed by James J. Dobrowski, P. E., 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 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 consists of this page 1 and evidences page E -1 and E -2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
Ob
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
Page 1
geld -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No "JW0509 -03 -01 ",titled "Impact Glazed Steel Door Outswing 6' -8" Lip
Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with
revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant 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 2411 3.2.1, TAS 202 -94
Along with marked -up drawings and installation diagram of outswing steel door,
prepared by National Certified Testing Laboratories, Test Report No. NCTL 210-
31954 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E.
C. CALCULATIONS:
1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated
11/04/05, singed and sealed James J. Dobrowski , P. E.
Complies with ASTM E 1300 -98
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTUi ICATIONS
1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored
Interlayer" dated 03/04/04, expiring on 03/04/09.
2. Test report No.J99006660 -001, dated 04/08/99, for "Surface Burning Characteristics
of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene,
issued by Intertek Testing Service NA Inc.
3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition
Properties of Plastics, Procedure B, Short Method" per ASTM D1929-91 for the
Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc.
4. Test report No.ATI - 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods
for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin,
issued by Architectural Testing, Inc.
5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western
Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" dated 07/28/05,
expiring on 07/28/10.
E -1
Jaime D. Gascon, P.E.
Chief, Product Control Office
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
JeId -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement Letter of conformance and letter of "No fmancial interest" issued Jeld -Wen,
dated 11/02/05, signed and sealed by Steve Saffe11.
2. Statement Letter of conformance and letter of "No financial interest" issued by David
Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski,
P.E.
G. OTHER
1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance
with the Florida Building Code (FBC).
E -2
Jaime D. Gascon, P.E.
Chief, Product Control Office
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
JELDEN® Steel
WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR
6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM ODL" INC. AND
ENDURA PRODUCTS INC.
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE
INCLUDING i1VHl:
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
S PRODUCT ANCHORS 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 1, PAGE 1.
8 THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY
HURRICANE ZONE(HVHZ) •
6. PRODUCT DOES NOT REQUIRE SHUTTERS
RESIDENTIAL INSULATED STEEL DOOR (Common to all home conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021 • min) thickness. Galvanized steel A-525
commercial quality AKDQ perASTM 620 With average minimum yield
strength Fy(ave)°30627 psi.
Core Design: Expanded polystyrene with 1.0 to 125 Ms demny, byJekl -Wen hits
P81181 Construction: The active and Inactive panels are constructed boa 24 GA
(0. 021 "tern) gaWanb ed staeL The face sheets at top and bottom are bent 90° over
the top and bottom rails. The top rail measures 1.0 "nigh x 1.688' w,He. The steel
bottom rail measures 121' high x 1. 688" wide. The sides( the face sheets are roll
formed into the latch and hinge stiles which measure 1.00"htgh x 1.686' wide. The
Interior cavity is Ailed With expanded polystyrene. The lace sheets aregiued to the
expanded polystyrene. The panels are cut out for the two plece ODL Aluminum Ate
frame. Units are glazed with tempered and laminated Impact 1'1G On double door
applications the inactive door is fitted with an extruded thumb= astragal of
6063 -T5 alloy, manufactured by Endure.
Frame Construction: The frames am constructed of tngerjolnted pine jambs
measuring 4-9/16`z 1 -1/4 ". The head jarnbs are mortised and but Jolted to
the side jambs, and attached with three (3) 1661A 7/16° craws x 2° long
staples on each side. The threshhold Is attached to the stde jambs wr1ir
three (3) 16GA 7/16 crown x2" long staples on each side. The units use
an Inswing adjustable threshold
Glazing: ODL insulated the Is 1" overall thickness, consisting of one (1)
pane of 0.125" tempered glass; 0.5' air space; two (2) panes of 0.125'
annealed with .090" PVB lntedayer by Soluta. All ltes are sandwiched
glazed Into the panels.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTION & SILL OF MATERIAL
3
HORIZONTAL CROSS SECTIONS
4
ANCHORING LOCATIONS
5
MISCELLANEOUS DETAILS
6
UNIT COMPONENTS
SINGLEOUTSWING UNIT
74' MAX. OVERALL
FRAME WIDTH
36 1/2" MAX
PANEL WIDTH
W /ASTRAGAL
21 1/8"
MAX —
D.LO.
/INACTIVE
21 1/8"
MAX.
O.LO.
ACTIVE
L
ALL DOOR MODELS ARE VIEWED
FROM THE INTERIOR SIDE
TABLE I DESIGN PRESSURE RATING
h
j//
APPROVED FOR USE WHERE
FILT ATI ON FOR WATER
INFILTRATION 18 REQUIRED
POSITIVE
+80.0 PSF
NEGATIVE
-80.0 P6F
REF ASTRAGAL BOLT ITEM # 12
DOUBLEOUTSSW/NG UNIT
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DRAWING NO.:
JW0509 -03 -01
SHEET 1 OF 6
Ci)VERTICAL CROSS - SECTION
(E NDURA # FOB4566 SILL)
NOTES:
1. FOR ANCHOR SPACING SEE SHEET 4 OF 6
2. 2x BUCK TO SUBSTRATE FASTENING MAY
UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA
#02- 0503.07)
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IMAM* NO.:
JW0509 -03 -02
swat 2 or2
Item
DESCRIPTION
Material
1
SIDE JAMB (1 1/4 "x 4 9/16" FINGERJOINTED PINE)
PINE
2
HEAD JAMB (1 .1/4 "x 4 9/16" FINGERJOINTED PINE)
INE
3
4" x 4" BUTT HINGE 12GA. (.089" MIN)
STEEL
4 .
#9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW
STEEL
5
18 x 2 1/2" PHILLIPS • FLATHEAD WOOD SCREW
STEEL
6
110 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
7
18 x 3° PHILLIPS FLATHEAD WOOD SCREW •
STEEL
8
#BXI" PHIWPS PAN HEAD WOOD SCREW
STEEL
9
COMPRESSION WEATHERSTRIP (Q -LON GDS-650)
11
OUTSWING BUMP THRESHOLD ( ENDURA)
•ALUMINUM
12
ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18"
STEEL
1.3
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
STEEL
14
16 Go. 7/16" CROWN x 2° LONG. STAPLES
STEEL
15
KWIKSET TITAN SERIES LOCK SERIES 400
16
KWIKSET TITAN SERIES DEADBOLT SERIES 780
17
ENDURA ULTIMATE HURRICANE ASTRAGAL
ALUMINUM
18
ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
STEEL
19
2x WOOD BUCK
WOOD
20
SHIMS FOR 1/4" MAX THICKNESS
WOOD
21
DOW 995 SILICONE SEALANT
SILICONE
22
1" IMPACT IG ASSEMBLY NOA 103- 0428 -02
GLASS
23
1/8" TEMPERED GLASS
GLASS
24
3/8" LAMINATED ANNEALED GLASS
GLASS
25
LOCK BLOCK (WOOD X 12° W)
WOOD
26
TOP RAIL (FINGERJOINTED PINE)
PINE
27
BOTTOM RAIL (25GA MIN GALVANIZED STEEL)
STEEL
28
EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JEW-WEN)
FOAM
29
STEEL. DOOR PANEL SKIN MATERIAL (24GA GALVANIZED)
A -525 COMMERCIAL QUALITY 0.021" MIN. THICK.)
STEEL
GALVANIZED
ALUMINUM
30
ODL LITE FRAME (ALUM 6063 T5)
31
HINGE SIDE STILE (FINGER JOINTED LVL)
PINE
32
LATCH SIDE STILE (FINGER JOINTED LVL)
LVL
33
#8 x 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
NOTES:
1. FOR ANCHOR SPACING SEE SHEET 4 OF 6
2. 2x BUCK TO SUBSTRATE FASTENING MAY
UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA
#02- 0503.07)
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CHIC. SY:
IMAM* NO.:
JW0509 -03 -02
swat 2 or2
SEE NOTE #3 & 4
3/4' MIN.
EMB.
1/4' MAX
SHIM
1 /8'MIN
I CTRSINK
1/4' MAX.
SHIM
dot-e)4,
iI S EE NOTE #3 & 4
..-
SEE NOTE 11
2 HORIZONTAL CROSS SECTION
3 AT LATCH JAMB TO BUCK, 11P.
SEE NOTE �2
1 HORIZONTAL CROSS SECTION
AT 'ENDURA' ASTRAGAL
HORIZONTAL CROSS SECTION
AT HINGE JAMB TO BUCK, 7 P.
NOTES:
1. ASTAGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS).
2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES,
BATH PLATES REQURE #8 X 3" PHILLIPS PLATE HEAD WOOD SCREWS.
3. FOR ANCHOR SPACING SEE SHEET 4 OF 6
4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16' ELCO TAPCON (NOA
102- 0503.07)
0
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5
HORIZONTAL CROSS SECTIONS
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JI✓0509 -03 -03
SHEET 3 or 6
SEE DETAIL A
SHEET 5
—I 6 b
CUM
(.)
SEE NOTE 1
TYPICAL JOINING OF SIDE
JAMB TO HEAD JAMB OR SILL
SINGLE DOOR
ANCHORING LOCATIONS
SEE DETAIL B
SHEET 5
6 --- -- --I 12,4 12.4 --
12.4 {i-- --i 12.4 If-- --- 12.4
74
NOTES:
1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS
USING (3) 16 Ga. 7/16" CROWN x 2" LONG STAPLES.
DOUBLE DOOR
ANCHORING LOCATIONS
SEE DETAIL E SHEET 5
O
W
a
ANCHORING LOCATIONS
W
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DRAWING W0.
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DETAIL C
STRIKE PLATES TO JAMB
DETAIL A
HINGE MOUNTING DETAIL
DETAIL D
STRIKE PLATES TO
TYPICAL ASTRAGAL
1
0
ASTRAGAL DETAIL
Fastener Spacing
Endura Astragal, 18 x 1" PPH WS
DRILL 3/8 ". ASTRAGAL RETAINER BOLT HOLE
THRU THRESHOLD /MASONRY x 1 -3/8° DEEP
DETAIL B
DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE
THRU THRESHOLD /MASONRY x 1 -3/8° DEEP
DETAIL E
TYPICAL ASTRAGAL STRIKE PLATE
1/2 x 1/4 ALUM SPACER
i4
O
1 -1b -O6
1/8° TEMPERED GLASS
1/2" AIR SPACE
EISERIQR
0,090" PVB
INTERLAYER BY
SOLUTIA
3/4' GLASS BITE - 1/8" ANNEALED
GLAZING DETAIL
INSULATED GLASS UNIT
A
MISCELLANEOUS DETAIL
a
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0
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17 _
17
1.82"
II
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4,.
26 1.21"
1.25"
J
3
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ear d
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STILES AND RAILS
LATCH STILE & HINGE STILE
TOP RAIL (F7NGERJOINTED PINE)
(LVL)
c
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1 1
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pU75W1NG THRESHOLD (ENDURA)
PART #F0B4566AA, 6063 —T6 ALUMINUM
ENDURA ULTIMATE HURRICANE ASTRAGAL,
4 x 4 x 12 GA STEEL
6063 —T6 ALUMINUM
--
--
Q30
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1.688"
1.646"
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--- N
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BLOCK (12" LC)
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BOTTOM RAIL
STEEL, 25GA MIN GALVANIZED
-
N moo JAMB
LOCK
WOOD
ALUMINUM 6063 T5
FINGERJOINTED PINE
•
0
13
2.5"
0
2.5,.
---1
1 9/32"
In
N.
c
r.
WEATHERSTRIP
ASTRAGAL BOLT HEAD STRIKE
ASTRAGAL SILL STRIKE PLATE I
COMPRESSION
il II o'�
9 -06 -05
. 17
18" 1
Approval 11
moms
NO s" Yl1.
m & --71.— ,
aq !�--�
rr
NTS
4
ASTRAGAL BOLT
D: mere. BY JPR
_N
12 MATERIAL C/R STEEL ROD M
ZINC & YELLOW CHROMATE
•
DRAWING so<
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sum 6 or 6