WS-13-1693Miami Shores Village
Building�: [�
Department
11W50 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (30S) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
c2o �.
Permit No.
Master Permit No.
ROOFING
dOB ADDRESS: :)�2
City: Miami shores County: -- Miami Dade _zip; 3�3 / 3,
Foliomarcelk
Is the Building Historically Designated: Yes NO b
Flood Zone:
OWNER: Name (Fee Simple
Address: 3 (� �L /&-- 95W
a
y
City: State:p:
Zi /
TenantUssee Name: ���� Phone#:
Entail:
CONTRACTOR: Company Name: / Phone#.
Address:
City.
Qualifier Name:
State Certification or Registration *.
_zip'
of Competency #:
Contact Phone#: Email Address:
DESIGNER: ArchitectBngineer: - IV14 Phone#:
�Cr c '7
Value of Work for this Permit: $ K SquarMUnear Footage of Work: ���
Type of Work: OAddidon UAlteration phew
Description of Work: S/ t-- /?YS i?4e ,
_ DDemolition
Color:thru We:
Submittal Fee $ Permit Fee $ • CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ - Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $T1 m LPO
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
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, BOIL LRS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 'a - Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was ai
day of , 20 =, by !!�4% 4#''0- "t day of .20
who is personally known to me or who has produced who is personally known to me,
As identification and who did take an oath. as idepti5c
NOTARY PUBLIC: NOTARY PUBI` 0
Sign: Y 1/0 b'--`-
Print:
My Commission Ex ' ,ic MY
APPROVED BY
Sign:
C TRUEBA Print:
EXPIRES June 14, 2014
$ i I) Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07gftvised 06/I042009)(ReWsed 3/15/09)
Expires:
before me this
who has produced
on and who did take an oath.
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
OWNER BUILDER DISCLOSURE STATEMENT
Tel: (305) 795.2204
Fax: (305) 756.8972
NAME:4f C h-r-tez DATE:
ADDRESS: Jts` �� f� ° �� � 3 3 e 3
Do hereby petition the village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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.CA 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. 1 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 Z
2. 1 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. 1 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 liven numbers on
permits and contracts.
Initial
4-
4. 1 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 or.
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 substaptially
improved it for sale or lease, which violates the exemption.
. Ipitial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
_7
6. 1 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.
Initial` �A
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.
Initial 1
I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is notLenses 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.
Initial
I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abideb 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 odes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employerfrom 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 htto:/Iwww.mvFloddalicense.com/dbor/aro/cilbfindex.html
14
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I le party
legally and financially responsible for the proposed construction activity at the following address:
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information
have provided on this disclosure. _
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 —,20/3
B�V cJ"J who was personally known to me or who has
Produced there License or as identification.
OWNER
I Alc r UEBA
MY COMMISSION # DD995428
EXPIRES June 14, 2014
�3 mss= �"���® �"
C) '�
= E. 95th
26.0' ASPHALT f
cit
::. 24.0' PARKWAY " g
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R 15.55' $ �". h
N 26.6 '
WOOD
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RES N' 362
10.00'
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N �n ASC.
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10.00' 21.50' l
PER 0I
Miami Shores Villag 0
63it 6 BY
v p
ZONING DEPT
BLDG DEPT '' '
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15' ALLEYS 1/2'
71
Building Permit Application
Job Address: 362 NE 95th Street, Miami Shores, FI 33138
Comparison Chart for N0Adx 1111W
- 6W Q152
Opening Width Height Opening
(inches) (inches) Design
Positive
Pressure
(psf)
Opening
Design
Negative
Pressure
(psf)
NOA
Component
DW& W
wizPositive
.wt
�ILC
NOA
Component
Design
Pressure
(psf)
NOA
Component
Design
Negative
Pressure
(psf)
Front Door �3�� �8Z`l��®�3aC�.�j:�
ENGINEERING,*
;[N.C. Kd =..85 :
2100 W 76. Street, .Hialeah,. Florida 33016 FLORIDA BUILDING CODE,- 2010.
Robert S. Momiour, P. E. FI # 11955 / 0006024. ASCE 77-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE '175 MPH WIND ,ZONE
. Iriteridr. &Exterior Zones (48;
5 -Walls). Positive Pressures
Exposure C For the :175 • mph Wind Zone - -
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Are
in Square Feet.
115
10' 20 �-30. 40 50.
60
1.00 0.95 0:92 0.89 0.88
0.86
15
4o.4.
..38.5
37.5 36.7
36.1
35.7
20
42.7'
'40.8'
39.7 38.9
38.3
37.8 '
25
. •44.6
42.6
-41.5 -**40.6
40,0
39.4.
30
46.5.
44.4
43.2 42.3
41.7
41.1
40
49.4
47.2
45.9 44.9
.44.2,
43.6
501
51.8
49.4
48.1 47.1
.46.4 •
45.7
60
53.7
51.2'
49.8 48.8
48.1
47.4
Interior Zone (4 = Walls) Negative Pressures
Ex osure.0 For the 175 mph Wind Zone
CATEGORY 2
Height
(Maximum)
Effective Wind Area or, Tri buta Ar
in Square Feet
115
10 20 30 40. 50
60
-1.10 .-1.06 -1.02 -0,99 -0.98
-0.96
15
-43.8
-42,0
-40:9
-40.2
-39.6
-39.1 .
20
-46.4
-44.4
.-43.3. "
-42.5
-41.9
-41.4"
25
-48.4
.-46.4
-45.2
.-44.4 .
-43.8
-43,2
30
_50.5,
-48.4
-47.:2
-46.3
45.6
-45.1.
40
-53.6
-51.4
-50.1..
-49.1
-48.4
-47.8-
60
-56.2
-53.8
-52.5
'-51,5 ' -
-50.7
-50.1
60
-58.2
-55.8.
-54.4
-53.4. `
-52A
-52.0
Exterior Zones (5' Walls) Negative Pressures
Exposure C For the 175 m h Wind Zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tribats" Are
.10 20 30- 40
.=1:40 '-1.29 -1.23. -1.18.
in Square Feet
50 60
-1.15 -1.13
115
-54.1.
-50'.4
-48.3
-46.8
-46 6 -44.7.
20
-57.2
-53.4
-51.1
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47.3
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• -59.1
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-54.5
50
-69.3
-64.7
-61.9
-00.0
-58.5
•-57.3
60
-71.9
-67.0
-6.4.2
-62.2
1i
=.m
Length of End Zone (a): 10% of least horizontal dimension or : h, whichever is Slip:
but not less -than 4% of least horizontal dimension or 3 ft. (h ;=can roof height In' �f. -
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT. RO FS:
B
MIAMNDADE MIAMI -DADS COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) vnvw.mi A v/ era/
ECO Windows Systems, LLC
7955 NW 77th Ave
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control
Section 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
Section (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 falls to perforin 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. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 600 Aluminum Outswing Doors-L.M.I.
APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alun Outswing Entrance Door (L.M.I.)",
sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012,
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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37".
2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated
laminated glass w/ .090" Solutia interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and series
and following statement: "Miami -Dade County Product Control Approved", 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 12-0402.03
M IKAM ! GOUN-ry Expiration Date: July 19, 2017
I liv Approval Date: July 19, Page 1
/1I
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun
28, 2012, 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 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum Outswing French
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated
03/16-26/1.2, all signed and sealed by Rafael E. Droz-Sella, P. E.
Note: The above referenced test reports have been revised by an addendum letter dated June
29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Seda, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02 & -04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for
their "Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to
Solutia Inc., expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq
Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc.,
signed and sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 12-0402.03
Expiration Date: July 19, 2017
Approval Date: July 19, 2012
E-1
1/8' HEAT STREN'D. CLASS 3/18" HEAT STREND. GLASS
4%v
090" INTERLAYER .090' INTERLAYER
N
BUTACITE PVB BY 'DUPONT BUTACITE PV13 BY 'OUPONT'
1/8' HEAT STREN'O. GLASS 3/18" HEAT STREN'D. CLASS
O
�^
SILICONE SILICONE
DOW CORNING 899 DOW CORNING 899
A
20
14 e
\ iii I
Q aLL
V
SETTING BLOCKS AT LAM. GLASS
3,
•_ REDD. FOR NDTHS EXCEEDING 38" ONLY.
4 tl� g
_
NOTCH GLAZING BEAD LEG TO
BLOCKS
GLASSCLEAR
'[YFE 'GI'' GLASS TYPE 'G2'
L)1/8"
TEMP. GLASS
-5/16' AIR SPACE
1/8' HEAT STREND. GLASS
5!'
.090' INTERLAYER
W
SAFLEX GIG BY 'SOLUTIA'
- 1/8' HEAT STREN'D. GLASS
$ M
O rc7
SILICONE
DOW CORNING 698
Z G'
28 ST. STEEL
m METAL SPACER
8
GS
3 Z
l \I
o
SILICONE
S,�RIES 800 �
ALUMINUA9 OILd�WING ENTRANCE DOOR
\� /
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEEP 2.
SETTING BLOCKS AT INSUL LAM. GLASS
~ T ..- NOTCH GLAZING BEAD LEG TO CLEAR BACKS
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
[
LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL
GESS_ 1y_PE_�$
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
Alf nM68 e
�r'rreefi!!
>
RESISTANCE IS REQUIRED,1
L
THIS PRODUCT HAS BEEN DESIGNED ANO TESTED COMPLY THE
oma
B
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
CL H V
HURRICANE ZONE (HVHZ).
c
a
IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
C�
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,
THESE DOORS ARE RATED FOR LARGE & SMALL MISS9.E IMPACT. .'•u'�
-
'� °
ANCHORING OR LOADING CONDITIONS
SHURERS ARE NOT REQUIRED. gL70gg2.,
NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS
_ __�,:Fip;.PB
— -- ' , CAN. 3,838
`
,
APPROVAL,
A LOAD
•�•
a
9
DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE
/
'Z
drawing no.
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
•�•a;Z
" '
ahaet 1 of g
OPTIONS
SHEET 7
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
39 3/4" MAX
FRAME LEAF FRAME EXT.(+)
WIDTH WIDTH HEIGHT
FRAME WIDTH
39-3/4" 37" 98" 1 70.0
12"
S" MAX
HEAD/SILL
CORNERS
MAX
A SILL
C
\
u
/
/ L`J
II
/ n
n
I�
1yy
\ u
\ u
u
\ n
\u
I
B„ \
ACTIVE
FACE APPLIED
E MUNI s OR
26 15/16"
ORATIVE GRILL
MAY BE USED
D.L. OPG.
37" MAX
LEAF WIDTH
u \
(X)
OPTIONS
SHEET 7
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS-' LAMINATED GLASS
FRAME LEAF FRAME EXT.(+)
WIDTH WIDTH HEIGHT
INL(-)
39-3/4" 37" 98" 1 70.0
75.0
5"
HEAD & SILL ANCHORS
AT STILE ENDS
(4) AT 3" O.C.
12"
MAX ol
HEAD
SILL
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS.
LAMINATED GLASS
FRAME LEAF
WIDTH WIDTH
FRAME EXT.(+) IKT.(-)
HEIGHT
76" 1 37" 1
98" 1 70.0 1 75.0
C
\
/
\
II
LOCK
oPnotT
7sEE/'
I�
1yy
\ n
/
n
n \
As
/
u \
/
INACTIVE
I
ACTNE
CE APPLIED
7
26 16/16"
61NTIMS ORL"
26 15/16"
BE GRILL D.L. OPG
D.L. OPG.
Y
Y BE USED
37" MAX
LEAF WIDTH
(XX)
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS.
LAMINATED GLASS
FRAME LEAF
WIDTH WIDTH
FRAME EXT.(+) IKT.(-)
HEIGHT
76" 1 37" 1
98" 1 70.0 1 75.0
GLeSS D.L.O. DIMS,
D.L.O. HEIGHT FRAME HEIGHT - 11.125"
O.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813"
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.1257/2
�"'u
N
o � �
$� n
O�aa
O
Ul
o
BIOIN 1 Z- Z -
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFIGAL.
o�
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 g °'
0 <
FLA.,I'E•' . 7 2 g R�
C.A.W,
O
JUN..ra-winq no.
.812m . W12-08
sheet 2 of g
DESIGN LOAD CAPACt97 - PSF
SIDMM WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SNIELITE
FRaaE
WIDTH
INCHES
saaff
FRAME
HEIGHT
INCHES
WITROUT WITH
REINFORCING REINFORCING
EXT.(+) WT.(-) EXT.(+)
24
30
38
37
42
82
70.0 75.0 70.0 75.0
70.0 78.0 700 75.0
70.0 78,0 70.0 75.0
70.0 780 70.0 75.0
81.7 88.1 81.7 08. t
24
30
38
37
42
88
70.0 78.0 700 75.0
70.0 780 70.0 75.0
-70.0
75.0 70.0 78.0
70.0 78.0 700 75.0
.61.7
88.1 1 81.7 88.1
24
30
35
37
82
700 75.0 70.0 75.0
88.8 08.8 70.0 75.0
84.1 84.1 70.0 75.0
83.3 83.3 1 70.0 75.0
24
30
35
37
Be
83.3 83J 70.0 75.0
_ 579 87.8 70.0 75.0
53.1 83.1 70.0 78.0
82.4 82.4 Tao 75.0
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.
N;L SS D.L 0 DIA
D.L.O. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000"
0.1„0. WIDTH (SIDEUTE) FRAME WIDTH - 4.438"
G
SUR
FALSE
DEC,
(OXXO)
aair�itipwi�p
�v
q0
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a�
7
n
Ifla
H ;l
414111
46120
crowing no.
W12-08
FLS E, 711582.'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM 3 SEC.
AND FLORIDA BUILDING COM -04 M SSION GUSTS)
g z0�2
DECLARATORY STATEMENT DCA05-DEC-219
�v
q0
P.
a�
7
n
Ifla
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414111
46120
crowing no.
W12-08
9/16° MW, EDGE DISTH
THROW SOLT EDGE DIST. SEE ELEVATIONS 1WOOD SUCK
PENETRATION FOR SPACING a:
�2ICAL ANCHORS
ELEVATIONS
7 FOR SPACING
ING OPTIONS
SHEET 1
0
k
W
B
33
I I 26 2
I 1
I I
e I ,
I 1
25 1 I 4
Gi
J
, I a .
EDGE 01ST. ° a TYPICAL ANCHORS
1/2' MIN. SEE ELEVATIONS
THROW SOLI FOR SPACING
PENETRATION
28Y WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
SPACING
WCOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS! SEE ELEv. FOR SPACING
1/4" DIA ULTRACON BY 'FICO' (Fu- 177 KSI, Fy-155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION 114TO 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 CONIC. OR MASONRY
414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8')
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE - I' 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 Pm - 2000 PSI MIN.
Q m�
DOOR RETAILS o�
r
EnV. JAVAD AHMAD' o
FLA.CC,ANi �57.'A0 " B n
Jt�N;28.21
i2 drawing no.
W12-08
sheet 4 of g
�u
S
METAL
STRUCTURE
N_
a
TYPICAL ANCHORS-SE
Itl (7
ELEVATICNS
FOR SPACING
>a O
�aimO
COUNTY APPROVED,LION
I�
al
TIE N A j
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---
V
TYPICAL ANCHORS
SEE ELEAT
FOR SPACINGS
W
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WmLm" �
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DOOR RETAILS o�
r
EnV. JAVAD AHMAD' o
FLA.CC,ANi �57.'A0 " B n
Jt�N;28.21
i2 drawing no.
W12-08
sheet 4 of g
TYPICAL,
FOR
1/4' MAX. /1 �
NCt=S
ING
RS
11M� v Pt!f� � •u ggs
70882'•, g 3
drawing no.
DOOR DETAILSW12-08
$.2 12 --
-SEE
TYPICAL ANCHORS
ELEVATIONS
{�
EDDE IST.
_
FOR SPACING
N
s.
22 V
IG Qj
ap
2
i�Q
�a6
0
U
GLAZING OPTIONS REINFORCING
SEE SHEET 1 g12 SMSO 19 RE�QD! 3
1/4° Rd.A)L - O AT b" FROM ENDS
w
a'
.
SHIM AND it° O.C. MAX
0^D
0
8
B 3
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k
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18 F_, 18
Z 3�
H as
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W rn�
1
1
iI
0
L
TYPICAL ANCHORSSEE ELEV. -----
FOR SPACING
14 18 2g 23
�
D.1 19 9
° 4A
EXTERIOR LEAF WIDTH
9oEuiE WIDTH DOOR FRAME WIDTH
a
2
UNIT FRAME WIDTH •
g<
•1,•
:_....,�,.....
70892:
c,�1•N.
.::_-0:.��•�.:.:�::::::::.:..
°
i
a �, IC,�,. ,1.G�9t°l
y
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EDGE
OST.
TYPICAL
SEE
FOR
ANCHORS t,� p
ELEVATIONS A �2'O j ... .
SPACING SIDELITE DETAILS • •. • .
drawing no.
W12-08
Sheat 6 of g
LOCKS:
4 POINT LOCK ASSEMBLY DL01-6607 BY INTERLOCK USA DJC.'
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF
1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
AT HEAD AND SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS
LOCK LOCATED AT 42-1/2' FROM BOTTOM
2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.'
1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
AT HEAD AND SIL
THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS
LOCK LOCATED AT 42-1/2' FROM BOTTOM
OPTION 02:
ACTIVE LEAF•
CONVENTIONAL DOOR LOCKSET WITH HANDLE
DELTA 690 BY 'KWIKSET LOCATED AT 39-1/4" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOV
1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY 40PE'RATED LEVERS MOUNTED ON STILE FACE
LOCATED AT 10-5/8' FROM TOP AND BOTTOM
LOCK FASTENED TO STILE VDTH (2) @8-32 X 1/2' FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.'
1/2' X 2' THROW BOLTS ENGAGING FRAME AT
HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) @8-32 X 1/2' FH MS
NOTE: LOCKS MUST BE ENGAGED DURING
PERIODS OF HURRICANE WARNING.
OTE61 $
PART 9
READ. Ossa rnaN
MATERIAL
MANF./SUPPUBR/REMARKS
1
E601
- DOOR FRAME HEAD/SpA
6063 -TB
-
2
E602
FRAME COVER
6063-T8
SCHNEE MOREHEAD JM5504 SEALANT.
3
E603
- DOOR FRAME JAMB
8083-i6
-
4
E604
- SIDEUTE TOP & BOTTOM FRAME
6083-1111
-
4A
E626
- SIDELITE 9" BOTTOM FRAME
6063 -TB
-
5
E808
- SIDEUTE FRAME JAMB
6063-T6
-
8
E606
- SIOELITE SLIP ON JAMB
8083 -TB
-
7
E607
LEAF TOP & BOTTOM RAIL
6083-T6
-
7A
E625
LEAF 9" BOTTOM RAIL
6083-T8
8
E608
- LEAF W'STRIP ADAPTER
8083-T8
-
9
EWS
- LEAF HINGE STILE
SC83-TB
-
10
E610
- LEAF LOCK STILE
6083 -TB
- T
11
E611
- LEAF ASTRAGAL STILE
6083 -TS
-
12
E812
- LEAF ALIGNMENT BRACKET
6083_76
-
13
E813
- LEAF CLAMP
6063 -TB
4-1/4" LONG
13A
E613 _
- 19NOE BACK-UP PLA1E
6063-T6
12" LONG
14
E614
GLAZING BEAD (5/16' IAM. GLASS)
8063 -TB
14A
E109
-----E815
OWING BEAD (7/16' LAM. GLASS)
8063-T6
18
GLAZING BEAD (INSUL. -GLASS)
6063-T6
-
16
E616
- SNAP COVER
6063 -TS
-
17
E013
- BOLT SUPPORT
6063-T6
_
NOT SHOWN
18
-
AS REOD. SIDEUTE MULLION REINFORCING
6063-T6
19
FO -107
3/ LEAF BUTT HINGES
ALUMINUM
SULLIVAN & ASSOC.
20
F81202
- FLUSH BOLT LEVER
-
SULLIVAN & ASSOC.
21
FORS I4SS
- CONCEALED FLUSH BOLT ROD
ST STEEL
SULLIVAN & ASSOC.
22
#12 SMS
AS REOD. FRAME ASSEMBLY SCREWS
23
812 X 3/4'
- FINCE INSTALLATION FASTENERS
-
FH SMS
24
3/8' DIA THREADED ROD
STEEL
25
W11323
- PILE W'STFVMG
WOOL
I ULTRAFAB
26
E20818 -KN -3020
- BLAB W'STiDPPBJG
SANTOP.RENE JEPOM
27
E208
- GLAZING BEAD BULB
SAMOPRENE ULTRAFAB
28
-
- GLASS SPACER
SUCONE
FRANK LOWE RUBBER CO.
29
E622
FLUSH BOLT CUP
NYLON
30
DL01RC
BLACK BOLT SUPPORT BLOCK
POLYETHYLENE INTERLOCK
31
DLO1WB
WHITE BOLT SUPPORT BLOCK
POLYETHYLENE ACME PLASM
33
#10X 3/4'
2/ ADAPTER FH SELF DRILLING SCREWS
-
34
2/ LITE SETTING BLOCK, 1/4" X 1/2' X 4' LONG
EPOM
AT 6' FROM EACH END, DUROMETER 8,515
36
2/ LRE SETTING BLOCK, 1/4' X 3/4' X 4' LONG
_
I EPDM
1 AT 6' FROM EACH END, DUROMETER BStS
HINGES:
3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE
PART JFD-107 BY SULLIVAN & ASSOC.
3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4' FROM BOTTOM
TOP HINGE AT 11-3/4' FROM TOP
CENTER HINGE AT MIDSPAN (38' O.C. MAX.)
HINGES FASTENED WITH #10 X 1' FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
SEALANTS:
ALL. JOINTS AND
FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JM5504 SEALANT.
8
m
•�
8
7..:
N
f
JAVAD
ii
o
O_
IIiMd 96 f- 01 em
FAA 9'•7D692
crowing no.
W12-08
4.000-
.078
.078
4.031
� � j'�.819
.803 1045
I
�11.oa7
�� 7^-.394
' 1050
�1.oa7
.
_ p -,i30
-
.803 I .045
T TL
��
N
J
.828 ®
1,825
z
O
1=--2.082 --d
1 DOOR FRAME HEAD/SILL
4.750
la G s 16" GLASS
tan GLAZIe G
CLASS
1.172
1s G (LAZING
NSUL GLASS
O
IL e
v
i
1.5071
4.000
1.507 -4
7 LEAF TOP/BOTTOM RAIL
_____ __
� Qg
G 4 o
3
A z
I
1.625
4.719
4.787
.11,
078
.078
�
1.750 1.507
3.719
-.078
J r%
Q
-1 5075.344
_1
4.Q00
9 LEAF HINGE STILE
7.539
&250
1.800 .
312
oez
Ci
°1
N
O
SIDELITE
1.780
TOP &
BOTTOM FRAME
4.000
1.750
2,081 7.507
a LEAF W'STRIP ADAPTER
M0191Pf tpMlt.lplr
.yl -09 y 4 1 2-
.372 .442
9
w u.
y~j h
Q o
r
12,!
Z
3 Z
�I.780
078 329
I
U8121U
078
70A
9"
BOTTOM RAIL
12 1'584
U v
W w�
2 - FRAME COVER
LEAF LOCK STILE
3.719
7.507
LEAF ALIGNMENT BRACKET
.7501- .2a1
'.125
1.5 4 .12b 3.781
�
5.344
.078
T_2.081
1.80 1.750
+
.078
0
-88-7 t
r
.asp II 7.187
.154 --�I �
W-4.000
11
L
t3 CLAMP
PPLATE
9�
1s SNAP COVER
LEAF ASTRAGAL STILE
&281
9000
HINGELBA
4.004
078
t dl -.825
I
2.097
dL
1.500
h" .779
.078
4.040
1.507
_i
1.828
1.250 18
.719 SIDELITE MULLION REINFORCING
EnQr..dAVAa, •,
,FU1; PES ZO P2
4.188
.078
J11N ,' 2012
0
m ag
,�
'
•0
0
O �--4.000--«�
0
drowin® no.
c} DOOR FRAME JAMB
5 SIDELITE FRAME JAMB
SIDELITE 9" BOTTOM FRAMEs
SIDELITE SLIP ON JAMB
aheat $ of g�
22
sz 1�
N
/ Z
DOOR FRAME CORNER
�m
n
SIDELITE FRAME ORN R SIDEXE SUP ON SMB CORNER O o�
O --
Z �G
o 10
W mf
O
72 mill V1 t2
T fip
w.� ilAypl � 4
C �
N
9r: ,J1tVA �nHlf � 'p
CIL a
FtA: PE �T.4�$92
CAdt � 0A
�I • t :. � v r'1
drawing no.
LEAF CORNER W12-08
ah®et g of g