WS-10-1706Inspection Number: INSP - 155413
Scheduled Inspection Date: February 03, 2011
Inspector: Rodriguez, Jorge
Owner: CAMP, JOHN
Job Address: 1050 NE 96 Street
Miami Shores, FL
Project: <NONE>
Contractor:
HOME OWNER
Building Department Comments
BACK DOOR REPLACEMENT
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
February 02, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Number: WS -9 -10 -1706
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number (305)530 -0050
Ot ogoa 0 Parcel Number 1132060143520
Page 15 of 23
1/30ho boro
BUILDING Permit No.
PERMIT APPLICATION
FBC 200
UILDING
Contractor's Company Name 1 111 1
Contractor's Address
City `` State
Architect/Engineer's Name (if fapplicable)
* * * ** * * * * * ** * **
Miami Shores Village
Building Department
10059 N.E.2nd Avenue, Miami Shares, Florida 33138
Tel: (305) 795.2204 Fax; (305) 756,89' 2
INSPECTION'S PHONE NUMBER: (305) 762,4949
YES
NQ _
Master Permit No,
Phone #
Perini# ! �� ' OFING
Owner's Name (Fee Situp e Titleholder) d O 4 ti A. CA t'I/L{ . Phone # 3 5 � S
Oti ner's Adams 10 5b b S
City. M A.1.4 S joTO -S Sate v '•• Zip S L�$
Tenant/Lessee Name Phone # .
Email ( SO k •caa W1pp he l \saL AVI ..�e.a
Job Address (where the work is'being done) ;,1 c' 5 cr Ott
City;, _ Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Is Building Historically Designated
Zip
Qualifier Name Phone It
State Certificate or Registration No. Certificate of Compete ncy.No.
Contact Phone E - malt
Phone
Value of Work For this Permit $ 1 5 • 2 o
Type of Work: °Addition DAlteration
Deseribe Work: _ V34. . o ce c t HC k1 A k: rec r aloof N L #:lr, c rzv1 -
Square / Linear Footage Of Work: 0
CCF
SEP 2 7 zoo
10-110(0
Zip
Flood Zone
DNew 13 Repair/Replace . 0 Demolition
** *sty *fir *way **** : * * ** *Fees * * * *** * * *x * * *ar* *** ** * * * * *** ** * ********
■
Submittal Tee $ Permit Fee $,,, -,,,,.
as
Notary Training/Education'Fee $ Technology Fee S
Scanning
$
Radon .$ DPI3R $ Bond`
Double Fee $ Violation date: ]
Structural Review. $ Total Fee Nosy Due $ 1: L�• ' .
See Reverse side
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 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 al 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 of be approved and a s pecton
t' fee will be charged.
s®
: � . - .
r�
Owner or Agent
oing i trument was ac owled g r me this oL t
20 fQby Vt '
ers . nally know to me or who has produced
s identification and who did take an oath.
Y PUBLIC'
[ 1 Ji1 / 1I �, 'I
..1
Signature
The fore
day of
who is
1Z
NOT
Sign:
Print:
My Commission Expires:
APPROVED 13Y
(Revised 07 /10 /07)(Revised 06 /10 /2009)
Engineer
Signature
Contractor
The foregoing instrument was acknowledged before me this
yof ,20
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Plans Examiner Zoning
Clerk checked
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: A. ch1 N A . C A. 441. DATE: *err. ,71 Zaly
ADDRESS: i ®S - e q o rt SY ,NI %A A st ot ` Ft
-
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 entities 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 new form states 75,000). 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' ead and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, ay act as my own
contractor with certain restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she i responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
3. I understand that as an owner builder, I am the responsible party of record on a permit. I understand that 1 m protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or I se umbers on
permits and contracts.
5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction.
Initial
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may a build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I buil or substantially
improved it for sale or lease, which violates the exemption.
Initial
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons worki on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by I and by co ,nty or
municipal ordinance.
Initial
Was acknowledged before me this 971 day of
By
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am will ly acting as an
owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who i not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers • mpensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abiT by all applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Produced there License
cc,
, 2 000
Initial
Initial
Initi
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal venue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. myfloridalicense .com/dbpr/pro /cilbf dex.html
Initial
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that
legally and financially responsible for the proposed construction activity at the following address:
1040 A9E R&&n' 6h00
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inf ion that I
have provided on this disclosure.
Initial
m the party
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who d•` not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
who was personally known to me or who has
as identification.
OWNER r NOTARY
A
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STATE AND
ZONING
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STRUCTURAL ENGINEERS
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Wind pressures:
• Front door: +52.2, -56.9
• Back door: +54.7, -59.3
• Garage door: +47.1, -57.98
rc Sauve, P.E.
iorida License No. 57585
Structural Calculations
for
Camp Residence
1050 N.E. 96 st.
Miami Shores, Florida
December 3, 2008
In accordance with the
Florida Building Code
Submitted By:
CSW STRUCTURAL ENGINEERS
Condition � - - - - -- _ --
Gc i
Max +
Max -
Open Buildings
0.00
0.00
Partially Endosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
0.18
1 -0.18
• ' • • Callum ted Parameters
• Tydfi$tructure
Heigtllfet lSt Horiz8iiiht Wm
0.24
Flexiblib Structure : . • • .
No
Zm
Zmin
15.00
ft
Izm
Cc* (33/z)"0.167
0.2281
Lzm
I *(zm/33) "Epsilon
427.06
ft
- Q
(1 /(1 +0.63"((Min(B,L) +Ht)/Lzm) "0.63)) "0.5
0.9134
Gust2
0. 925 *((1 +1.7 *Izm*3.4 *Q) /(1 +1.7"3.4 *Izm))
0.8794
• •
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•
•
•
WINDO2 v2 -10
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Company Name: C SW Structural Engineers
Analysis by:
Description:
User input Data
Structure Type
Building
Basic Wnd Speed (V)
146
Struc Category (I, II, III, or IV) 11
Exposure (B, C, or D) C
Struc Nat Frequency (n1) 1
Slope of Roof 3.0
Slope of Roof (Theta) 14.0
Type gfligof Hipped
Kd (15igetapfiality Factor). 1
Eave Height (Eht) :
11.00
Ridg>3}Tei • (RHt}
• 15.75
Mean Roof Height ;14.: 13.33
Width Pasp..To Wnel1)ir•(8) 55.00
Width Pa!al. To Waud.dis +14 80.00
mph
Hz
:12
Deg
ft
ft
ft
ft
ft
•. •
•
••••
Importance Factor 1 1 1
Alpha =
zg =
At =
Bt=
Bm =
Cc =
I=
Epsilon =
Zmin =
Calculated Parameters
Hurricane Prone Region (V>100 mph)
Table 6 -2 Values
9.500
900.000
0.105
1.000
0.650
0.200
500.00 ft
0.200
15.00 ft
•
. . 0
Gust Factor Category l: Rigid Structures -Simplified Method
Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85
0.85
Gust Factor Category 0: Rigid Structures - Complete Analysis
Gust Factor Summary
!Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
1
Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi
CSW Structural Engineers
0.851
11/21/2008
CompppenC •
•••• ..
Wraith
• (4
span
(ft)
Area
M^2)
Zone
GCp
Wind Press (Ibfft" 2)
Max
Min
Max
Min
up to
3 162
3.102
10.00
1
0.50
- 0.90
31.50
- 50.03
20 tO 49sq ft
4.472
4.472
20.00
1
0.44
-0.87
28.71
-48.63
50 tO 99 sq ft
7.071
7.071
50.00
1
0.36
-0.83
25.02
-46.79
100 sq ft and up
10
10
100.00
1
0.30
- 0.80
22.23
-45.40
up to 19 sq ft
3.162
3.162
10.00
11 - 1
0.50
- 0.90
23.16
- 41.69
20 10 49sq ft
4 472
4.472
20.00
1H
0.44
-0.87
20.37
-40.30
50 tO 99 sq ft
7.071
7.071
50.00
1H
0.36
-0.83
16.69
-38.45
100 sq ft and up
10
10
100.00
1H
0.30
- 0.80
13.90
- 37.06
up to 19 sq ft
3.162
3.162
10,00
2
0.50
-1.70
31.50
-87.09
20 tO 49sq .n
4.472
4.472
20.00
2
0.44
-1.55
28.71
-80.12
50 tO 99 sq ft tt
7.071
7.071
50.00
`'
0.36
-1.35
25.02
-70.90
100 sq ft and up
10
10
100.00
2
0.30
- 1.20
22.23
-63.93
up to 19 sq ft
3.162
3.162
10.00
2H
0.50
- 2.20
23.16
- 101.91
20 tO 49sq ft
4.472
4.472
20.00
2H
0.44
- 2.20
20.37
- 101.91
50 t0 99 sq ft
7.071
7.071
50.00
2H
0.36
- 2.20
16.69
- 101.91
100 sq ft and up
10
10
100.00
2H
0.30
-2.20
13.90
- 101.91
up to 19 sq ft
3.162
3.162
10.00
3
0.50
-1.70
31.50
-87.09
20 tO 49sq ft
4.472
4 472
20.00
3
0.44
-1.55
28.71
-80.12
50 tO 99 sq if
7.071
7.071
50.00
3
0.36
-1.35
25.02
-70.90
100 sq ft and up
10
10
100.00
3
0.30
- 1.20
22.23
-63.93
up to 19 sq ft
3.162
3.162
10.00
3H
0.50
-3.70
23.16
- 171.39
20 tO 49sq f
4.472
4.472
20.00
:3H
0.44
-3.34
20.37
- 154.66
50 tO 99 sq .R
7.071
7.071
50.00
3H
0.36
-2.86
16.69
- 132.54
100 sq ft and up
10
10
100.00
:3H
0.30
-2.50
13.90
- 115.81
up to 19 sq ft
3.162
3.162
10.00
4
1.00
- 1.10
54.66
-59.29
20 tO 49sq ft
4.472
4.472
20.00
4
0.95
-1.05
52.20
-56.83
50 tO 99 sq ft
7 071
7.071
50.00
4
0.88
-0.98
48.94
-53.58
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• a • •5.33
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W1NDO2 v2 -10
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Figure 6 -11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildngs w/ Ht <= 60 if
• • •
•• • •
• •
Ht
5.33 ft
a
Hipped Roof
7 < Theta <= 27
,ouble Click on any data entry line to receive a help Screen
CSW Structural Engineers
11/21/2008
85 VD 199 sq ft
10
10
85.00
4
0.84
-0.94
47.06
-51.69
200 tO 499 sq ft
14.142
14.142
200.00
4
0.77
- 0.87
44.02
- 48.65
500 sq ft and up
22.361
22.361
500.01
4
0.70
-0.80
40.76
-45.40
up to 19 sq ft
3.162
3.162
10.00
5 ,.,
1.00
-1.40
54.66
-73.19
20 tO 49sq ft
4.472
4.472
20.00
5
0.95
-1.29
52.20
-68.27
50 tO 99 sq ft
7.071
7.071
50.00
5
0.88
-1.15
48.94
-61.75
85 tO 199 sq ft
16
2
85.00
5
0.84
-1.07
47.06
-57.98
200 tO 499 sq ft
14.142
14.142
200.00
5
0.77
- 0.94
44.02
- 51.90
500 sq ft and up
22.361
22.361
500.01
5
0.70
- 0.80
40.76
- 45.40
11/21/2008
• •
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Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
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WINDO2 v2-10
Detailed Wind Load Design (Method 2) er ASCE 7-02
CSW Structural Engineers
MIAMI•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
F.P.G. Wholesale, Inc.
7190 Coral Way
Miami, FL 33155
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 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 "Condoor Impact" 8 °0" Outswing Glazed Wood French Door w/ wo Sidelites — L.M.I.
APPROVAL DOCUMENT: Drawing No. W09 -29, titled "Series Out —Swing Wood Patio Door.(L.M.I.) ",
sheets 1 through 8 of 8, dated 05/11/09 with revision "A" dated 06/30/10, prepared by Al— Farooq
Corporation, signed and sealed by Javad Ahmad, 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 Resistant.
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, evidence page E -1, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAMI —DADE COUNTY, FLORIDA
METRO—DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130-1563
(305) 375 -2902 FAX (305) 372 -6339
www.miamidade.GOv/buildingcode
NOA No. 10- 0503.02
Expiration Date: August 25, 2015
Approval Date: August 25, 2010
Page 1
F.P.G. Wholesale, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09 -29, titled "Series Out —Swing Wood Patio Door (L.M.I.) ", sheets 1
through 8 of 8, dated 05/11/09 with revision "A" dated 06/30/10, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, 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) 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 OS French door, prepared
by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI - 09 - 2501,
HETI 08- 2119A, HETI= 08 - 2119B and HETI - 08 - 2172, dated November 23, 2009
revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E.
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC -2007, prepared by
Al— Farooq Corporation, dated 12/14/09, signed and sealed by Javad Ahmad, P. E.
Complies with ASTM E1300 -04
D. QUALITY ASSURANCE
1. Miami — Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08 0709.04 issued to Glasslam N.G.I., Inc. for their
"Safety - Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13.
E. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the FBC -
2007, dated December 10, 2009, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Reports No.'s HETI - 09 - 2501,
HETI 08 2119A, HETI 08 - 2119B and HETI - 08 - 2172, issued by Hurricane
Engineering and Testing, Inc., dated November 23, 2009 revised dated July 15, 2010,
all signed and sealed by Candido F. Font, P. E.
F. OTHERS
1. None.
E -1
Jaime D. Gascon,
Chief, Product Control Division
NOA No. 10- 0503.02
Expiration Date: August 25, 2015
Approval Date: August 25, 2010
FALSE MUNTINS
MAY BE USED
6" MAX.
HEAD /SILL
A
36" MAX.
LEAF
WIDTH
74 1 2" MAX.
FRAME WIDTH
BOLT LENGTHS
96" LEAF HT. = 42" LONG
84" LEAF HT. = 30" LONG
80" LEAF HT. = 26" LONG
CONCEALED
FLUSH BOLTS
CONCEALED
FLUSH BOLTS
37 3/4" MAX.
LEAF WIDTH
OUT —SWING WOOD PATIO DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR.
SEE SHEET 2 FOR DESIGN LOAD CAPACITY.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
5" MAX.
HEAD /SILL
CORNERS
6" MAX.
HEAD /SILL
LEAF WIDTH LEAF WIDTH
150 1/2" MAX.
37 3/4" MAX.
SIDEUTE WIDTH
TYPICAL ELEVATION$
THESE DOORS /SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1
OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD . SPECIES LISTED AS 'DURABLE'.
THE SPECIFIC PRODUCTS HERON ARE EXEMPTED W00D. SPECIES BASED ON USDA USTING AND MUST
HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES.
Engr: JAVAD AHMAD
CMI
FLA. PFI% Vt111592
�C � N 538
i
LAM. INSUL. GLASS
SOLID WOOD INSERTS
LARGE MISSILE IMPACT
5" MAX.
HEAD /SILL
CORNERS
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drawing no.
W09 -29
sheet 1 of 8
• •
• •
•
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• •
•
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WIDTH
1 WIDTH
1\ I�
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/
/
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FT. /IN.
I __
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-
Iivl=L , LI5AE' (X) UK DOUBLE LEAF (XX) DOORS
DESIGN LOAD CAPACITY - PSF
GLAZING TYPES
LEAF WIDTH
LEAF HEIGHT
.A'. 'B', 'C' OR 'D'
FT. /IN.
FT. /IN.
EXT. (4.)
INT. ( -)
2/0
60.0
60.0
2/6
8/0
60.0
60.0
3/0
60.0
60.0
STATIONARY PANEL (0) OR DOORS WITH SIDELITES
DESIGN LOAD CAPACITY - PSF
GLAZING TYPES
WIDTH (W)
LEAF HEIGHT
'A', `B', 'C' OR 'D'
FT. /IN.
FT. /IN.
EXT. ( +)
INT. ( -)
2/0
60.0
60.0
2/6
8/0
60.0
60.0
3/0
60.0
60.0
SILICONE BEAD
DOW CORNING 995
di cc
1-
X
3/16 TEMP. GLASS
0.10 INTERLAYER
SAFETY -PLUS I1 BY 'GLASSLAM'
1/8" TEMP. GLASS
3/8" AIR SPACE
1 /8" TEMP. GLASS
60 X 1 -3/4" LONG
BRAD NAILS
1 " FROM ENDS
& 3" O.C. MAX.
i
OYSEAM ACRYLIC
GLAZING TYPE 'A'
1" OVERALL THICKNESS
0 N
1.f.
W
1-
W
LEAF
WIDTH
X
SILICONE BEAD
DOW CORNING 995
3/16" TEMP. GLASS
3/8" AIR SPACE
1/8" TEMP. GLASS
GLAZING TYPE 'B'
1" OVERALL THICKNESS
LEAF . LEAF
xx
1/8" TEMP. GLASS
0.10" INTERLAYER
SAFETY -PLUS II BY 'GLASSLAM'
6D X 1 -3/4" LONG
BRAD NAILS
1" FROM ENDS
& 3 0.C. MAX.
OYSEAM ACRYLIC
GLAZING
MAX. AREA OF GLASS
MAX. AREA OF GLASS
MAX. AREA OF WOOD
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
SILICONE BEAD
DOW CORNING 995
OPTIONS
1/8" TEMP. GLASS
0.10" INTERLAYER
SAFETY -PLUS II BY 'GLASSLAM'
1/8" TEMP. GLASS
3/8" AIR SPACE
1/8" TEMP. GLASS
GLAZING TYPE 'C'
1" OVERALL THICKNESS
6D X 1 -3/4" LONG
BRAD NAILS
1" FROM ENDS
& 3" 0.C. MAX.
OYSEAM ACRYLIC
TYPES 'A' OR 4 B' 13.0 SQ. FT.
TYPE 'C' 10.4 SQ. FT.
INSET 13.0 SQ. FT.
DECORATIVE MOLDING
OPTIONAL
ce
0
1.�
W
X
W
GLAZING TYPE 'D'
WOOD INSET OPTION
WIDTH
1- 11/ 16" THK. INSERT
SOLID WOOD OR
LAMINATED WOOD
W 1
W2
6D X 1 -3/4" LONG
BRAD NAILS
1" FROM ENDS
& 3" 0.C. MAX.
NE
CORNING 995
Engr: JAVAD AHMAD
CML
FLA. PE # 705 t� 2
C.A.N. 3
W1
1
W1 . W2
0.
0
x
W
W
GLAZING TYPES
A' B OR
W2 W1
W1 . W2
•
WIDTH (W) = W1 + W2
(FOR DOORS WITH SIDELITES) 2
Approved as complying wads
FioridaB. •
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VOAO
MI
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• •
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BRAD NAILS
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& 3 0.C. MAX.
GLASS WITHIN WOOD INSET OPTION
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drawing no.
W09 -29
(sheet 2 of 8
•
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•
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•
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COMP —ANL \ WO9 —29F
3/4" MIN. TYP
3/4" MIN. TYP
LEAF HEIGHT
LEAF HEIGHT
F _
W
8
1—
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0
w
8
LEAF WIDTH
LEAF WIDTH
LEAF WIDTH
•
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LEAF WIDTH
LEAF WIDTH
MINIMUM DIMENSIONS:
TOP AND BOTTOM RAILS 5-1/2"
LOCK AND HINGE STILES 5 -1 /2"
INTERMEDIATE STILES 5 -1 /2"
LEAF WIDTH
LEAF WIDTH
LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES
AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS
ARE ALSO ALLOWED.
SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY.
LEAF WIDTH
LEAF WIDTH
LEAF WIDTH
Engr. JAVAD AHMAD
CIVIL
FLA. PE 70592
CAN. 3538
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drawing no.
W09 -29
sheet 3 of 8
2
0
W
BOLT SUPPORT AT HEAD /SILL
ALUM STRAP BRACKET
FASTENED WITH
(2) #8 X 1 -1/4" SMS
1-
0
W
0
a
0
4
V
O a
o e a ° .
VI V ° TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ALUM STRIKE PLATE
EMBEDED IN WOOD
1
DOOR UNITS
TYPICAL ANCHORS
SEE EILEV.
FOR SPACING
SURFACE :OLTS
SEE SHEET 1
POLYURETHANE
GLUE
2
x
1,,
l.J
I v V a
POLYURETHANE
GLUE
N
•
1
0
a
O
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
4 4
i
IL
v
SIDELITE UNITS
1BY
WOOD BUCK
PICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHOR
SEE ELEV.
FOR SPACING
w
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#8 X 2" FH SMS
AT 3 -1/2" FROM ENDS
AND 15" O.C. MAX.
#8 X 2" FH SMS
AT 3 -1/2" FROM ENDS
AND 15" O.C. MAX.
METAL
STRUCTURE
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY T.P.G.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 /4" DIA. TAPCON BY 'ITW' (Fu =120 KSI, Fy =92 KSI) •
1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ")
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
Engr. JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.NN 1
/ fr
!somPlYing with the
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drawing no.
W09 -29
(sheet 4 of 8
•
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• •
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• •
• •
• •
••••••
• •
•
•
TYPICAL ANCHORS V
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
18Y
WOOD BUCK
G
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1
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1/4" MAX.
SHIM
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7
1/4" MAX.
SHIM
•
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ACTIVE LEAF
ACTIVE LEAF
5 1/2" MIN.
5 1/2" MIN.
D.L. OPG.
LEAF WIDTH
INSET WIDTH
LEAF WIDTH
6D X 1 -3/4" LONG
BRAD NAILS
AT 12" O.C. MAX.
FRAME WIDTH
FRAME WIDTH
#8 X 2"
FH WOOD SCREWS IN PAIRS
(10) AT EACH END
AT 3/8" FROM ENDS
AND 2" 0.C. MAX.
#8 X 2"
FH WOOD SCREWS
AT 15 -3/4" FROM ENDS
AND 8" 0.C. MAX.
EXTERIOR
LEAF WIDTH
•
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0
C 11 110
i;IIIIIIuI \
aIII:I •
! EM
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EXTERIOR
5 1/2" MIN.
LEAF WIDTH
0
INACTIVE LEAF
INACTIVE LEAF
r '
Engr. JAVAD AHMAD
C�L
70592
F'LA. Q�
� • 3538
INSET WIDTH .
•
INSET WIDTH
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drawing no.
W09 -29
(sheet 5 of 8
• •
• •
000
• •
•
• •
•
• •
•••••
• •
• •
•
2BY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
•
•
1/4" MAX.
SHIM
#8 X 2" FH SMS
AT 5 -3/4" FROM ENDS
AND 14-1/4" 0.C. MAX.
1/4" X 2-1/4" ITW TAPCONS
AT 3" FROM ENDS
AND 12" 0.C. MAX.
FRAME WIDTH
SILICONE
DOW CORNING 795
3 -1/2" X 1/8
ALUM PLATE
FULL LENGTH
#8 X 3/4" FH SMS IN PAIRS
AT 1" FROM ENDS & 10 -1/2" 0.C.
LEAF WIDTH
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
D.L. OPG.
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drawing no.
W09 -29
(sheet 6 . of 8
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
—
3/ DOOR
FRAME HEAD /JAMB
WOOD
—
2
—
AS REQD.
TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE
WOOD
—
3
—
AS REQD.
ALTERNATE TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE
WOOD
4
—
1
SILL COVER
ALUMINUM
—
5
—
1
SILL FILLER
WOOD
—
6
—
1
FRAME SILL
W000
—
7
—
AS REQD.
GLAZING BEAD
WOOD
—
8
—
1
ASTRAGAL
PLYWOOD
AB MARINE GRADE 13 PLY
9
—
1 •
ASTRAGAL INTERIOR COVER
WOOD
—
10
—
—
ASTRAGAL EXTERIOR COVER
W000
—
12
—
AS REQD.
INTERMEDIATE STILE
WOOD
—
13
S44
4/ LEAF
HINGE
STEEL OR ST /ST
DELTANA
14
#10 X 3"
3/ CORNER
FRAME ASSEMBLY SCREWS FLAT HEAD
—
—
15
QEBD650
AS REQD.
FRAME WEATHERSTRIPPING 0 —LON
PVC
SCHLEGEL
•
WOOD OPTIONS
CHERRY
•
= 0.50 MIN. (E= 1,400,000) •
= 12% MAX.
1— SOUTHERN
2- ANDEAN WALNUT
3- TROPICAL WALNUT
4- WHITE OAK
5- YESQUERO
SPECIFIC GRAVITY
GRADE = 2 MIN.
MOISTURE CONTENT
.650
n
5.500
5.500
5.250
FRAME HEAD /JAMB
1.750
— L .492
TOP & BOTTOM RAIL
HINGE & LOCK STILE /SIDELITE STILE
1.750
ALTERNATE
TOP & BOTTOM RAIL
HINGE & LOCK STILE /SIDELITE STILE
3.140
SILL COVER
4.713
1.250
1.750
b
t
1.693
.819
1.309
L
.375
—�{ 1.181
GLAZING BEAD
ASTRAGAL
1.750
L - 1.600 -=I
(( J SILL FILLER
1
2.500
1.509
.250
O ASTRAGAL INT. COVER
276
ce77)_,
I
_limo I -
10 ASTRAGAL EXT. COVER
.900
3.925
5.500
INTERMEDIATE STILE
1
.492 •
HINGE INSTALLATION SCREWS
TO PANEL: (4) #12 X 1 -1/4" FH SMS
TO FRAME: (2) #12 X 3/4" FH SMS
IN INNER HOLES
(2) 1/4" X 2 -1/4" FH TAPCON
IN OUTER HOLES
1.600
.685
.295J --=-1 ----T
2.400
n FRAME SILL,
HINGE
.13" THK. STEEL
SEALANT:
FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT.
FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S.
HINGES: 4" X 4" X .130" THK. HINGE
4 PER LEAF AT 9 -3/4" FROM EACH END
AND 25-1/2" 0.C. MAX.
LOCKS:
CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE
KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR
PASSAGE LOCK AT 36" FROM BOTTOM,
DEAD BOLT AT 42" FROM BOTTOM
OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET
OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET
OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET
MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND
BOTTOM OF ACTIVE LEAF.
(MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING)
MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG
WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF.
Engr. JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
Approved as compIYt 3 with OW
Flora ; -
Date - -3 210
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drawing no.
W09 -29
(sheet 7 of 8
FRAME TOP CORNER
FRAME BOTTOM CORNER
5" X 5/8" WOOD DOWEL
INTERMEDIATE CORNER
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PANEL TOP CORNER
5" X 5/8" WOOD DOWEL
PANEL BOTTOM CORNER
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Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
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drawing no.
W09-29
(sheet 8 of 8 )
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