WS-11-1228Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 161810 Permit Number: WS -7 -11 -1228
Scheduled Inspection Date: July 19, 2011
Inspector: Bruhn, Norman
Owner: OBENOUR, JAMES
Job Address: 1401 NE 103 Street
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132050310130
Building Department Comments
REPLACE GARAGE SIDE DOOR
Passed G/
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
305.469.6896 jim obenour
July 18, 2011
For Inspections please call: (305)762 -4949
Page 14 of 21
I
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 p_c7
JUL 1 1 RE P .
Permit No. W / 122;r-
Master Permit No.
Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) 1 4-vv■e S 0 tiv Phone # 301--Y6,,--619‘
Owner's Address I teUE (03 s r�
lo(
City l 44( Sit) get) State Zip 3 3(3
Tenant/Lessee Name Phone #
Job Address (where the work is being done) % , /� % 3 j,
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # /(�- 3 S ®3 l -€2/31
Is Building Historically Designated YES NO t/
Contractor's Company Name
Contractor's Address
Zip 3 3/ 3
Phone #
City State Zip
Qualifier Name Phone #
Certificate of Competency No.
State Certificate or Registration No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
fr
Phone #
Square / Linear Footage Of Work: 19
Type of Work: ['Addition ['Alteration ['New � 1 / Repair/Replace
D ribe Work: We 4 e eir oot� i
0
Demolition
**** * ** ** * * * * * * * *** ** * * * ** * * * * * * * ******Fees******** ***** *** * * * * ** ** * * *** * ** * *** * * * * * * **
1 I CCF$
Submittal Fee $ -%1 Permit Fee $
g
Notary $ Training/Education Fee $ Technology Fee $
Scanning $
Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
CO /CC
Zoning $
Structural Review. $ Total Fee Now Due $
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 cert ified 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.
Signature r w Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
Contractor
The foregoing instrument was acknowledged before me this
day of L, 20 by Laws Q_ Qf y(- ° , day of ,20 ,by
who is personal known to me or who has produced 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 PUBLIC: NOTARY PUBLIC:
Sign:
Print
My Commission Exp
APPLICATION APPROVED BY:
(Revised 02/08/06)
Sign:
Print:
My Commission Expires:
Plans Examiner
Engineer
Zoning
V
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 STATEMEN
NAME: 14-mes v,6e.,.../i0dee— DATE: 74/11
ADDRESS: / i Pi (U 3 .6 r
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 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 read 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, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial VgC
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may 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 license numbers on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also 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 built or substantially
improved it for sale or lease, which violates the exemption.
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial
Initia
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initi
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 willfully acting as an
owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initi
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is 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 compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
In
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govern owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue 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.mvfloridalicense.com /dbpr /pro /cilbfindex.html
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initia
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does 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 owner's 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.
Was acknowledged before me this day of ��z't , 20 ((
Y
By e s CW```J ®`''2' who was pe
who has
Produced there License or as identification.
OWNER
MULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET
1n ordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the
co > ; F all improvements must be monitored. The costs of any improvements in the past 12 months and the
cos f any proposed improvements must be shown on the worksheet. The cost of improvements must
incl , • demolition, raw and finished materials (include those donated), labor (including volunteer and self -
perf ned), construction supervision and management, and overhead and profit. A list of items the costs of
whir ■ ire to be included as well as those excluded is attached for your reference. (A Copy of the Contract
mu, a attached)
PP '?RTY OWNER: (/ t-s �,49/ b /
PE) 'T II
ADI SS: M2( /i/4- (0 3 5 p4 Reir4,41 �j O
FOT NTIMBER: # :1 ;2 510 3/ r-o/ 3 ei FLOOD ZONE:
'LOOD ELEVATION:
FREEBOARD :___ EAST OF FL.CCCL:
COS t PAST IMPROVEMENTS (12 MONTHS):
COS` PROPOSED IMPROVEMENTS: h m-1)
(ATi . d COPY OF CONTRACT)
TO') CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1/61; e"'
VALL )1' PRINCIPAL STRUCTURE (attach appraisal): (tc'CDy
OWN. - S' SIGNATURE.
PL 'VT EWER:
PLAN VI EWER SIGNATURE:
DATE: 7-177(-
DATE:
a
Ta771/13,1111.
JUL II 121J11 g) •
ff: C40.0.0 De
rrpt.1;t:
r, •
'BLDG DEPT
SUBJECT TO COMPLIANCE WITH AU. FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
P AN mata
o1 ir (6) or
14-it/ OI238 /1
SCALE: 1 / 1 6 " = 1 - 0 3,
FLORIDA nirERN►TiONAL
etiGIREERING &TESTING LAB
titSfeifiltiNMATIOINNTEGKM1014
sz �
Flo�'i �ie9 i'�c tsuYar i=`��re��:�s�g 3.11d s ��s,sng a„b ).L_
16 O15W ? 1! A fe?uu? fl,,ttarft fi ii?7
Telephone: (3C.152372-1991-Fax: of3,5 37E -1997
Mia ni -Dade Lab Certification # 07-0612.11-State of Florida ca #27273
WIND LOAD CALCULATIONS PER ASCE 7-05
(Developed by Mena Enterprises, Inc )
Job Address: 1401 NE 10.r.street, Miami Shores, Fl 33138
Job Description: Wind Pressures Doors and Windows
Given Data:
Structure Type: Bung
Structural Category: 11
Basic Wind Speed: 146mph
Exposure: C
Slope pf Roof: 14 Deg a
Type of root Hipped
Importance Factor(I): 1.0
Structural Nat. Frequency:1 Hz
Directionality Factor (Kd): 1.0
Eave Height: 10 ft
Ridge Height: 15 ft
Mean Roof Ht: 12 ft
Width perpendicular to wind dir. (B): 68.00 ft
Width parallel to win dir. (I): 54.00 ft
internal Pressure Coeffdent (GCpi): Enclosed Building -use +/ -0.18
Calculated Parameters:
Height /Least Hvriz. Dias: 0.22
Flexible Structure: No
Gust Factor Category: For Rini Structure (Nat Freq>1 Hz) use: 0.85
Wind Load Design (Method 2) per ASCE 7-05
6.5.12.2.1 Design Wind Presses -f. Of All Heights
Elev. Kz Kzt qz Pressure (ib /f ' 2)
Windward Wall
0 i b /ft' 2 -i-GCpi -GCpi
15 0.85 1.00 39.37 1.9.89 33.86
X
Figure 6-6 External Pressure Coefficients, Cp
Loads on Main Wind Force Resisting Systems (method 2)
Variable Formula Value Units
Kh 2.01 *(15 /zg)" (2/AIphai 0.85
Kht Topographic Factar(Fig 6-4) 1.0
Qh .00256 *(V)A2 *l *Kh *Kht" Kd 3937 psf
Khcc Comp & Clad Table 6-3 Case 1 0.85
Qhcc .00256*VA2 *I *Khcc*Kht*Kd 39.37 psf
Wall Pressure Coefficients, Cp
Surface Cp
Windward Wall (see figure 6.5.12.2.1 for Pressures) 0.8
Calculations for Wind Normal to r: ft Face
Leeward Walls (Wind Dir Normal to 68 ft wall)
Leeward Walls (Wino CAT i Ira
Side Walls
Cp Pressure (psf)
+GCpi -GCpi
-0. • -23.82 -9.65
-0.70 -30.52 -1834
Detailed Wind Load Desna (Method 2) as per ASCE 7-05
Roof-Wind Normal to Ridge Wind Normal to 68 ft face
Windward -Min Cp -0.63 -28.11 -13.93
Windward -Max Cp -0.12 -10.94 3.23
Leeward - Normal to Ridge -0.37 -19.54 -5.36
Overhang Top (WWir ard) -0.63 21-02 -21.02
Overhang Top (Leeward) -0.37 -12.45 -12.45
Overhang Bottom a on WWward only) 0.80 26.77 26.77
Roof- Wind Parallel to Rhdge(lll Theta)-for Wmd Normal to 54 ft face
Dist from Windward Edge 0 ft to 24 ft-Max Cp -0.18 -13.11 1.06
Dist from Windward Edge 0 it to 6 ft-Min Cp -0.90 -37.21 -23.03
Dist from Windward Edge 6 ft to 12 ft-Mhi Cp -090 37.21 -23.03
Dist from Windward Edge 12 ft to 24 ft-Min Cp -0.50 -23.82 -9.65
Distance from Windward Edge: > 24 ft -0.30 - 17.13 -2.95
External Pressure Opeifklents, GICp (Rowe 6-14
Loads on components and Claddigfor rittaSsms wife< 60ft
Component
Door
Windows
o-
a: 4.8 4 4.80 ft
Width Span Area gone
iiti Ali
2.67 6.67 1721 4
2.67 6.W
1 10 3333 5
2 10 33.33 5
2 10 33.33 4
V a V, /7_60--/f
VM8 Vey katessan,P.E.
Fla Reg. No.: 63107
Max min
0.96 -1-06
091 -1.22
0.)1 -.3.22
0.91 -1.01
01
Wind Prone
Max
44.72 - 48.86
42.83 -54.94
42.83 -54.94
42.83 -46.76
1
MIAMI•DADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Labrador & Fundora Corp dba V & V Windows
2355 W 4th Avenue
Hialeah, FL 33010 -1454
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 an 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 "300" 8'0" outswing Glazed Aluminum Entrance Door - L.M.I.
APPROVAL DOCUMENT: Drawing No. W10 -08, titled "Series Aluminum Out -Swing Entrance Door
(L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, 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.
LIMITATIONS: The maximum positive exterior design pressure shall be + 66.30 psf where water
infiltration requirement is needed.
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 pages E -1, E -2, E -3, E-4 and E -5, 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 /buildin2code
MIAMFDADE'COUNTY
APPROVED
NOA No. 10-0406.04
Expiration Date: September 01, 2015
Approval Date: September 01, 2010
Page 1
0 t
Labrador & Fundora Corp dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.) ",
sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, prepared
by A1- 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 Aluminum outswing
French door, prepared by American Test Lab of South Florida, Test Report No.
ATLSF - 0403.02 -08, dated 01/18/10, signed and sealed by William R. Mehner, P. E.,
Henry Hattem, P. E. and Edmundo J. Largaespada, P. E.
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC -2007, dated March
18, 2010, prepared by Al- Farooq Corporation, dated 08/10/10, 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. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance with the FBC
2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by
American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R.
Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E.
3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr.
Candido D. Vega.
G. OTHERS
1. None.
E -1
Jaime D. Gascotl, P. E.
Chief, Product Control Division
NOA No. 10-0406.04
Expiration Date: September 01, 2015
Approval Date: September 01, 2010
1/8" HEAT SIREN') GLASS 3/16" HEAT STREN'D GLASS
.090" INTERLAYER
BUTACITE PV8 BY 'DUPONT'
.090" INTERLAYER
BUTACITE PVB BY 'DUPONT'
1/8" HEAT STREN'D GLASS 3/16" HEAT STREW() GLASS
SILICONE SILICONE
DOW 995 DOW 995
PECORA 895 PECORA 895
L
GLASS TYPE "A'
5/16" OVERALL LAN. CLASS
GLAZING OPTION$
GLASS TYPE 'B'
7/16" OVERALL LAM. GLASS
GLAZING DETAIL
1' 9
THESE 000RS ARE RATED FOR LARGE It SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REOUIREO.
ALUMINUM OUTSWING ENTRANCE OOQR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEET 2.
SINGLE (0 /X) MAO DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
MGM 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 014 DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT 911111 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
Env JAW AJINAO
CM9.
FLA PE 1 70594
CA.N. 1538
1 0 2010
a
drawing no.
W10 -0s
Lsteet 1 of 12)
(sheet 2 of 12)
5" MAX.
HEAD /541
CORNERS
39 5/8' MAX.
FRAME WIDTH
12'
MAX.
HEAD
SILL
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
I
Ali
LEAF WIDTH
(X)
DOORS LOAD CAPACITY - PSF
SINGLE DOORS WITHOUT TRANSOM (X)
DOOR DIMS.
GLASS TYPE
p•
GLASS TYPE
B'
FRAME
WIDTH
FRAME
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
mu-)
37 -5/8'
98,
70.0
80.0
70.0
80.0
39 -5/8'
66.3
75.8
68.3
75.8
76' MAX.
5' MAX.
HEAD /SILL
CORNERS
FRAME WIDTH
1 1 (1111) I
12'
MAX.
HEAD
SILL
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
26 3/4' MAX.
w 0.1. OPG.
36 3/4' MAX.
LEAF WIDTH
26 3/4' MAX.
D.L OPO.
HEAD M :HO S
(4) AT 3' 0.C.
DOORS LOAD CAPACITY - PSF
DOUBLE DOORS WITHOUT TRANSOM (XX)
GLASS TYPE
WI
000R DIMS.
ii
'B'
' /
/
/
/
/
o —
_
EXT.( +)
OW.( -)
'
MT.( -)
}. INACTIVE —�
I ACTIVE
l ,p'1,'
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
26 3/4' MAX.
w 0.1. OPG.
36 3/4' MAX.
LEAF WIDTH
26 3/4' MAX.
D.L OPO.
HEAD M :HO S
(4) AT 3' 0.C.
DOORS LOAD CAPACITY - PSF
DOUBLE DOORS WITHOUT TRANSOM (XX)
GLASS TYPE
GLASS TYPE
000R DIMS.
'p'
'B'
FRAME
MOTH
FRAME
HEIGHT
EXT.( +)
OW.( -)
EXT.( +)
MT.( -)
72"
70.0
80.0
70.0
80.0
76'
98.
68.3
75.8
66.3
75.8
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS- DEC -219
Engr JAVAD AHMAO
07V4
FLA. PE 0 70592
C.N. 3538
1
4.91
h
8
0
von
0
3
8
6
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W10 -08j
5" MAX.
HEAO/SILL
CORNERS
39 5/8" MAX.
FRAME WIDTH
35'
R.L. OPG. 2.
MAX
H
LL
/
11 /
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
\
(2) ANCHORS
AT TRANSOM ENDS
SINGLE DOORS
ACT
28 3/4' MAX.
O.L. OPG.
36 3/4' MAX.
LEAF WIDTH
(o /X)
m
z
u
DOORS LOAD CAPACITY - PSF
SINGLE DOORS WITH TRANSOM (0 /X)
DOOR DIMS.
GLASS TYPE
GLASS TYPE
FRAME
WIDTH
FRAME
HEIGHT
EXT.( +)
INT.( -)
ExT.( +)
NT (-I
37 -5/8'
120"
70.0
80.0
70.0
80.0
39 -5/8"
66.3
75.8
66.3
75.8
78'
FRAME WIDTH
71 5/16"
D.4 OPG.
5" MA5.
HEAD /SILL
CORNERS
12'
MAX.
HEAD
SILL
N
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
(O /XX)
26 3/4" MAX.
ELL OPG.
ALUM REINE.
(4) ANCHORS
AT TRANSOM ENDS
DOUBLE DOORS
DOORS LOAD CAPACITY - PSF
DOUBLE DOORS WITH TRANSOM (0 /XX)
GLASS TYPE
AI
I
_
1 Al
FRAME
WIDTH
FRAME
HEIGHT
FRAME HEIGHT
93 3/8' MAX.
WT.( -)
EXT.( +)
INT.( -)
I
_.:.._MM
70.0
80.0
70.0
II /
II /
II /
- 1r�f- -__�
\ \ \ \ \ \ \
//
//- /
4 / /
I /
/
/ /
/
120'
68.3
D.L. C. - --
1
1
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/ II '
II
-C
II
II
4
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�.
\ ',
\;
_mot\`I ==
\
I-
ACTIVE ,'
_I
N
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
(O /XX)
26 3/4" MAX.
ELL OPG.
ALUM REINE.
(4) ANCHORS
AT TRANSOM ENDS
DOUBLE DOORS
DOORS LOAD CAPACITY - PSF
DOUBLE DOORS WITH TRANSOM (0 /XX)
GLASS TYPE
GLASS TYPE
DOOR DIMS.
A'
R'
FRAME
WIDTH
FRAME
HEIGHT
EXt.(+)
WT.( -)
EXT.( +)
INT.( -)
72
70.0
80.0
70.0
80.0
76'
120'
68.3
75.8
68.3
75.8
N
641
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAO - DEC -219
E.Igr: JIAVAO 614AD
0611
MA. PE { 70592
C.A.N. 3538
k2010
9.
W
drawing no.
W10 -08
3 of 12)
it
(sheet
DESIGN LOAD CAPACITY - PSF
$IDEUTES WITH SINGLE OR DOUBLE LEAF 000RS WITHOUT TRANSOM
SIDELITE
WIDTH
INCHES
FRAME
HEIGHT
INCHES
GLASS TYPE 'A'
CLASS TYPE '8'
SIDELITE
5/0 REINF.
SIDELF E
5/ ALUM EEINF.
SIDELITE
5/0 REINF.
SIDELITE
H/ ALUM EE19F.
EXT.(+)
INT.( -)
EXT.( +)
IM.( -)
EXT.(..)
tNT.( -)
EXT.( +)
INT.( -)
24
28
32
36
40
80
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
10.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
24
28
32
36
40
84
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
700
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
24
28
32
38
40
90
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
24
28
32
36
96
70.0
75.6
70.0
80.0
70.0
75.8
70.0
80.0
70.0
71.2
70.0
80.0
70.0
71.2
70.0
80.0
67.4
67.4
70.0
80.0
67.4
67.4
70.0
80.0
64.1
64.1
700
75.5
84.1
64.1
70.0
80.0
ALWINUM
SUFFERER
FRAME WIDTH
CLUSTER OF
(4) ANCHORS
AT NEAO /SILL
12'
MAX.
HEAD
SILL
31 3/8'
D OPG.
SURFACE APPLIED
FALSE MUNTINS DR
DECORATIVE GRILL
MAY 8E USED
DOOR WROTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
26 3/4' MAX.
26 3/4' MAX.
36 3/4' MAX.
LEAF WIDTH
(OXXO)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM 51300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
D.L. OPG.
ALUM REINF.
USE AS PER CHART
Engr: A A0 AIIMAD
cnm.
FIA. PE ? 70592
CAN. 3539
(sheet 4 of 12
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INACTIVE
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FALSE MUNTINS DR
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NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
26 3/4' MAX.
26 3/4' MAX.
36 3/4' MAX.
LEAF WIDTH
(OXXO)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM 51300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
D.L. OPG.
ALUM REINF.
USE AS PER CHART
Engr: A A0 AIIMAD
cnm.
FIA. PE ? 70592
CAN. 3539
(sheet 4 of 12
LOCKS:
ACTIVE LEAF:
OPTION 11•
3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.'
7/16" X 3" THROW BOLTS AT TOP AND BOTTOM
ENGAGING FRAME AT HEAD AND SILL
THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS
LOCK LOCATED AT 52 -3/4" FROM BOTTOM
LOCK HANDLE AT 49 -1/2" FROM BOTTOM
OPTION 12•
CONVENTIONAL DOOR LOCKSET WITH HANDLE BY
'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM
BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCK BY 'SULLNAN AND ASSOC.*
LOCATED AT 46" FROM BOTTOM
INACTIVE LEAF
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X Y THROW BOLTS ENGAGING FRAME AT
HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
10 -3/4" FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) 38 -32 X 1/2° FH MS
NOTE: LOCKS MUST BE ENGAGED DURING
PERIODS OF HURRICANE WARNING.
HINGES:
OPTION 11
4 -3/4" BALL BEARING HINGES 3 PER LEAF
BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL
TOP HINGE AT 11" FROM TOP RAIL
CENTER HINGE AT MIDSPAN
HINGES FASTENED W1TH 912 -24 X 1/2" FH 745
OPTION Al
7- 13/16° THREE PIECE HINGES 3 PER LEAF
BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL
TOP HINGE AT 11° FROM TOP RAIL
CENTER HINGE AT MIDSPAN
HINGES FASTENED WITH #10 -24 X 1/2" FH MS
ITEM #
PART B
READ.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
V501
3/ DOOR
FRAME HEAD /JAMB
6063 -76
-
2
V502
1
FRAME SILL
6063 -76
-
3
V503
1
SILL COVER
6063 -78
-
4
V504
AS REGD.
51DEL1E 511LE
6063 -T6
-
5
V505
2/ LEAF
TOP AND 8071074 RAIL
6063 -T6
-
6
V506
1/ LEAF
HINGE STILE
6063 -T6
-
7
V507
1/ LEAF
LOCK AND ASTRAGAL STILE
6063 -76
-
8
V513
AS REQO.
INACTIVE ASTRAGAL STILE
6063 -78
-
9
V508
2/ LEAF
SWEEP ADAPTER
6083 -T6
-
~ 10
V509
AS REOD.
SIDEUTE ADAPTER
6063 -T6
-
11
8511
AS RE00.
GLAZING BEAD - 5/16" CLASS
6063 -T6
-
11A
V517
AS REGD.
GLAZING BEAD - 7/16" GLASS
8063 -T6
-
12
V512
AS REGD.
REINFORCING STIFFENER
6063 -T6
-
12A
-
AS REGD.
REINFORCING CHANNEL
STEEL
36 KSI
13
-
2/ LEAF
3/8" THREADED ROD
STEEL
-
14
-
-
-
-
-
15
V514
2/ LEAF
FLUSH BOLT SUPPORT ANGLE
6063 -T5
1 -t /2 x 1 -1/2" X 3/16"
16
-
-
-
-
-
17
-
3/ LEAF
BALL BEARING HINGE ASSEMBLY
-
-
17A
-
3/ LEAF
3 PIECE HINGE ASSEMBLY
-
-
18
-
-
-
-
-
19
-
AS REOD.
FIN SEAL PILE WEATHERSTRIPPING
-
-
20
V516
AS RE00.
BULB WEATHERSTRIPPING
SANTOPRENE
DUROMETER t60
21
18 X 1/2"
AS REOD.
GLAZING ADAPTER SCREWS
ST. STEEL
PH TEKS, AT 2" FROM ENOS & 8" 0.C. MAX.
22
#10 X 2"
AS RE00.
FRAME ASSEMBLY SCREWS
5T. STEEL
PH 5145
23
-
AS REOD.
SIDE UTE ADAPTER SCREWS
ST. STEEL
-
24
A8 -32 X 1/2"
2/ ANGLE
SUPPORT ANGLE SCREWS
ST. STEEL
FH MS
25
-
AS RE00.
BUMPER SPACER
SILICONE
-
26
-
-
-
-
-
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
PTI SILICONE.
Emp: JAVAD AHMAD- '
COIL
FLA. PE 0 70592
CAN. 3538
AU 010
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NOA1
Miami
By
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#12-24 X 1/r FH MS
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#10 -24 X ,/2" FH MS
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3 PIECE HINGE BALL BEARING HINGE
5.313
.076
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4.000
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4.688
1984
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3.782
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11
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RAIL
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.
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388
12
250
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1 1,
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5.313
LOCK /ASTRAGAL STILE
_
III
2.200
-+^{
1.134
2.251
078
TYP
4.176
.062
TYP.
O SILL
1.010
1.164
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485
STIFFENERS
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560
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\ J SIDELITE STILE
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GLAZING BEAD - 7/16" GLASS
Engr JAVAO AHNAD
GNI
C.A.N. 3 30692
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drawing no.
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(2) FRAME SILL
(sheet 11 of 12)
sheet 12 of 12)
•
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JAVA() AHNAD
CIVIL
FLA. PE 6 70592
C.A.N. 3638
AUG'' 0 2010
Date
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9/16" MIN.
THROW BOLT
PENETRATION
3
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1a
II
1 I
1 1
_L_1_
1 1
0
Q
1
SHIN SPACE
WEEPS
1/2' MIN.
THROW BOLT
PENETRATION
v
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1BY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
29Y 800. :LICK
OR
WOOD STRUCTUR
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
METAL
STRUCTURE
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4 DIA. TAPCON BY 'ITW' OR (FU =120 KSI, Fy=g2 KSI)
1/4" DIA. ULTRACON BY 'ELCO' (Fu4177 KSI. Fy =155 K51)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1 BY 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
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ")
INTO METAL STRUCTURES
STEEL : 1/8" THK. 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 -1/2" 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 i'm = 2000 PSI MIN.
SEALANTS:
FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL
METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE.
WEEPS:
3/16° X 3/4" WEEP SLOTS AT 3" FROM EACH END
Ent: JAVAO AHMAC
FIA P9 70592
C.A.N. 3536
DOOR DETAILS
i
Av 1
ALUMINUM OUT -SWING ENTRANCE DOOR (LM.I.)
0
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1/4" MAX.
SHIM
METAL
STRUCTURE
18Y
W000 SUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
• SEE ELEV.
FOR SPACING
EXTERIOR
D.L.O.
FRAME WIDTH
1/4" MAX.
1/4" MAX.
28Y W000 CK
OR
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TYPICAL ANCHORS.
SEE ELEV.
FOR SPACING
•
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SEE ELEV.
FOR SPACING
LEAF WIDTH
EXTERIOR
FRAME WIDTH
A. " Y
DOOR DETAILS
drawing no.
W1 O -08
(sheet 7 of 12
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
9/16" MIN.
THROW BOLT
PENETRATION
1/4" MAX
READ. AT
DOUBLE (X X)
DOORS ONLY
SHIM
O
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
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SEE ELEVATIONS
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D.L. OPG.
#10 X 3/4' FH TEKS
AT 10" FROM ENDS
AND 24. O.C. MAO.
D.L. OPG.
DOORS 5/0 TRANSOM CAN BE
WITH OR WITHOUT ALUM REINFORCING
DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY
SEE SHEETS 4 AND 5 FOR CAPACITY
TYPICAL ANCHORS a
SEE ELEV.
FOR SPACING
SIDELITE DETAILS
En9r. JAVAD AHI.tAO
CIVIL
FLA. PE # 70592
CAN. 3538
G7'1(9-2
010
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a
#10 X 3/4- FH TEKS
AT 10' FROM ENOS
AND 24' O.C. MAX.
D.L. OPG.
#10 X 3/4' FH TEKS
AT 10" FROM ENDS
AND 24. O.C. MAO.
D.L. OPG.
DOORS 5/0 TRANSOM CAN BE
WITH OR WITHOUT ALUM REINFORCING
DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY
SEE SHEETS 4 AND 5 FOR CAPACITY
TYPICAL ANCHORS a
SEE ELEV.
FOR SPACING
SIDELITE DETAILS
En9r. JAVAD AHI.tAO
CIVIL
FLA. PE # 70592
CAN. 3538
G7'1(9-2
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drawing no.
W1 o -08
sheet 9 of 12