WS-13-2836Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 204795
Scheduled Inspection Date: March 07, 2014
Inspector: Naranjo, Ismael
Owner: RATA, JOSEPH
Job Address: 452 GRAND CONCOURSE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
tiu
comments
Permit Number: WS -12 -13 -2836
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132060170020
INSTALL HURRICANE PROOF DOOR IN KITCHEN ' .- -- INSPECTOR COMMENTS False
I
Inspector Comments
Passed El
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 07, 2014 For Inspections please call: (305)762 -4949 Page 11 of 29
Miami Shores Village
Building Department DEC La V
���• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
O�v Tel: (305) 795.2204 Fax: (305) 756.8972 BY:
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.W S % 3 ,3 6
Permit Type: BUILDING
JOB ADDRESS. sa Cam%
ROOFING
City: Miami Shores ��77 County: Miami Dade Zip:
Folio/Parcel #: _ It 3-2,o& ®
o& to/ -7- o DA®
Is the Building Historically Designated: Yes
OWNER: Name (Fee
Address:
0
City: I q P) 1
Tenant/Lessee Name:
Email:
CONTRACTOR: Co
Address:
City: /
Qualifier Name: Phone;
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
NO ?-' Flood Zone:
>: Jo,5gp! Y (air
ovr cd-
S State: C.'
M
7 9
►r �d� -3 X35
DESIGNER: Architect/Engineer: Phone #:
® i
Value of Work for this Permit: $�_ 6100. Square/Linear Footage of Work:
Type of Work: ❑Addition 2teration ❑New `ORepair/Replace ❑D /emolition
Description of Work: I', ,��� Kv r r ��' AP. Pro por j x C�
Color thru tile:
Submittal Fee $ oU Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ A 99
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State t 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 at the job site
for the first i ection which occur en (7) days after the building permit is issued. In the absence of such posted notice, the
inspection ill not be approved and reinsp tion ll be charged.
Owner fir Agent q
The foregoing instrument was acknowledged before me this `
day of ��� , 20 13, by -30 a4J:7�
who �i,s, personally known to me or who has produced P(_
L �-vt L— As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by ,
who is personally known to me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
" Plans Examiner
Structural Review
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
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: R.I� �� �°l- DATE:
ADDRESS: Lfs" CTIOPrND C O NC-®C( (213 L r Y' ' S
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 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
sGpervise 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. 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 1, 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
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is response le 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 prote 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. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also ?br prove
a commercial building 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.
Initial
5. 1 understand that as the owner- builder, I must provide direct, onsite supervision of the construction.
Initial
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
7. 1 understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the properly 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 qny 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
q�a-
8. 1 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.
Initial?
9. 1 agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by applicab
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.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Intemal Revenu 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:/ Auww. myfoddalicense .com/dbor /oro/cilbfndex.html
Initia
11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I a e party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information tha 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, R 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 1 day of
Bys'2t who was personally known to me or who has
k as identification.
cJ \�v e ra
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DEC, 9 208
Miami Shore
A PROVED BY DATE
4ANING DEPT
BLDG DEFT
SUBJECT "0 C(-'PIlpl-k-'NCE VVI F,'i ALL FEDERAL
TE Elj PJL) CrJjN) -f F11-,L
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CVZHJO wcur& G�
3 T
MARIA E. LOPE2, P.E.
License Florida No 60167
625 SW 63rd Avenue, (Miami Fl
PHONE (786) 380 -0734
PROJECT:
ASCE7 -10
JOE RATA
452 GRAND CONCOURSE
MIAMI SHORES FL
Input Data:
GCp
Wall Member
Effective Area
Z
Kz
Exposure Category
positive
= C
Zones
Zone 4
Zone 5
1
Category
sq ft
= II
psf
I Ln
16.3
25
0.90
42.34
0.96
W
Enclosure
Enclosed/Partiall Enclosed
"r j
` �'? z o
N
Basic Wind Speed
V
= 175
mph
"e W ` z
Z o
Topographic Factor
Kzt .
= 1.00
o o
N
�Wj
; o
Directionality Factor
Kd
= 1.00
a
Internal Pressure Coeff.
GCpi
= t 0.18
a
a L
Building Height to Ridge
hr
= 28 `
ft
B
Building Height to Eave
he
= 22
ft
Building Length
L
= 55
ft
Roof Slope, O =
18 Degrees
Building Width
B
= 35
ft
Mean Roof Height, h =
25 ft
Panel
30
x 78
in
qh =( 0.00256 Kz Kzt Kd VZ psf)x0.6 = 45.54 psf
Where qh = Velocity Pressure at Height H in psf
Kz = Velocity Pressure Exposure Coeff. At Height z
qz = Velocity Pressure at Height Z in psf
C&C Wind Pressures:
p = gz[(GCp) - (Gcpi)] psf
a = edge strip = Max[Min(0.1 B4O.1 L),3] = 4 ft
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GCp
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Effective Area
Z
Kz
qz
positive
negative
Zones
Zone 4
Zone 5
1
sq ft
ft
psf
Panel
16.3
25
0.90
42.34
0.96
-1.06
-1.33
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3
6
MIAM!•DrQ►DE
• MIAMI DADS COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RUOURCE5 PRODUCT CONTROL SECTION
BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 26 Stmt, Room 208
Mme, Florida 33175-2474
NOTICE OF ACCEPTANCE QA T (786) 315 -2590 F (786) 315 2599
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 and accepted by Miami -Dade County RER 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 area 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. RER 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Condoor Impact" 8'0" Oatswing Opaque Wood French Door w/ wo Sidelites - L11+�,L
APPROVAL DOCUMENT: Drawing No. W10 -11, titled "Series Out -Swing Wood Patio Door (L.Ml.r, sheets
1 through 8 of 8, dated 03/11/09 with revision `B" dated 05/03/12, prepared by Al -Farooq Corporation, signed and
sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
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 the
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,
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, followed by
be done in its entirety. then it shall
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA # 10- 0503.03 and consists of this page 1, evidence submitted pages E -1 and E -2 as well
as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M,S.
t
MR F. t:01lNTlf � � NOA No. 12-0514.22
1� Expiration Date: 08/25)2015
Approval Date: 07/0=412
Page 1
F.P.G. WholeMe. Inc.
NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #10- 0503.03
A. DRAWINGS
1. A "n acturer's the drawings and sections
2. Drawing No N7041, titled "Series Out -Swing Wood Patio Door (L.AfZ) ; sheets I
through 8 of 8, darted 03111109 with revision ''A" dated 06130!10, prepared byAl-
Farooq Corporation, signed and sealed by Javad Ahmad, A 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 M,fssile 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 OS French door,
prepared by Hurricane Engineering and Testing; Inc., Test Reports No 's
HETI -09 2501, BETI -08- 2119A, HETI- 004I19B and HETI- 8 -2172, dated
November 23, 2009 revised dated July 15, 2010, all signed and sealed by CM&do F
Font, A E.
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC -2007, prepared by
Al- Farooq Corporation, dated 12114109, signed and sealed by Javad Ahmad, P. E
Complies with ASTME1300-04.
D. QUALITY ASSURANCE
L A iam %Dade Building Code Compliance Offlce (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no f nancial interest, conformance and compliance with the FBC -
2007, dated December 10, 2009, signed and sealed by Javad Ahmaa, A E.
2 Laboratory compliance letter far Test Reports No. 's HETI- 09L-2501, IMTI- 08- 2119A,
HE2I -08-2I19B 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
Candldo F. Font, A E
Helmy A. Maker, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0514.22
Expiration Date: 08/25/2015
E -1 Approval Date'. 07/05/2012
F.P.G. Wholesale• Inc.
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
L Drawing No W10 -11, titled "Series Out - Swing Wood Patio Door (L MI) ; sheets 1
through 8 of 8, dated 03111/09 with revision `B" dated 05103112, prepared by AI-
Farooq Corporation signed and sealed by Javad Ahmag p
B. TESTS
I. None.
C. CALCULATIONS
1. Anchor calculations complying with FBC-201 0,prepared by Al- Farooq Corporation,
dated 05108112, signed and sealed byJavadAhmaa; P. K
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the FBC -
2010, dated April 25, 2012, signed and sealed by Javad Ahmad P. E.
Helmy A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0514.22
Expiration Date. 08/25/2015
E-1 Approval Dates 09/05!2012
P
G WOOD PATIO D
SURFACE SOLT LENGTHS
96" LEAF HT. = 42' LONG
84" LEAF HT. = 30" LONG
80* LEAF HT. - 26" LONG
vilvin
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
REOUIREMENTS OF THE FLORIDA BUILDING CODE 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'MATEPJAL 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 IS 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
REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
L9
24" MAX.
%
9
!6
0)
6" MAX.
X
v
k
I ACTIVE I
36' MAX.
22 1/8-
/ I INACTIVE
37 3/4- MAX. 37 3/4- MAX.
LEAF Wiluln SIDELITE WIDTH
150 1/2" MAX.
THESE DOORS/SIDEUTES An 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 'WOOU SPECIES USTt6.'W'bURAkE" ' -� , .- .- '-
THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST
HAVE A SPECIFIC GRAVITY EQUAL To OR HIGHER THAN THE REFERENCED SPECIES.
5" MAX.
511
as
11J9
w
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0
PROD= RBVLWD
88 comlying with the Flovida
Building Code
Acceptance NO 05
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SOLID WOOD INSERTS
LARGE MISSILE IMPACTI
Engr. JAVAD **M
Cift• -
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CA.Iq. 38
Lil
dr"qwina no.
L M44AY0 2*C 12 ILV�l 0— 11
sheet 1 of
e
/ I INACTIVE
37 3/4- MAX. 37 3/4- MAX.
LEAF Wiluln SIDELITE WIDTH
150 1/2" MAX.
THESE DOORS/SIDEUTES An 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 'WOOU SPECIES USTt6.'W'bURAkE" ' -� , .- .- '-
THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST
HAVE A SPECIFIC GRAVITY EQUAL To OR HIGHER THAN THE REFERENCED SPECIES.
5" MAX.
511
as
11J9
w
�tn ii 0
0
PROD= RBVLWD
88 comlying with the Flovida
Building Code
Acceptance NO 05
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SOLID WOOD INSERTS
LARGE MISSILE IMPACTI
Engr. JAVAD **M
Cift• -
nA, PE Q0592
CA.Iq. 38
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L M44AY0 2*C 12 ILV�l 0— 11
sheet 1 of
SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS
DESIGN LOAD CAPACITY — PSF
1- 11/161 THK.
LEAF WIDTH LEAF HEIGHT WOOD PANEL
FT. /W. FT./IN. EXT. ( +) INT. ( -)
2/0 60.0 60.0
2/6 6/0 60.0 60.0
310 1 60.0 60.0
in
xx
a
M
DECORATIVE MOLDING
OPTIONAL
1- 11/16' THK. INSERT
LOUD WOOD OR
LAMINATED WOOD
6D X 1 -3/4' LONG
BRAD NAILS
1' FROM ENDS
& 3' O.C. MAX.
J
a
GLAZING DETAIL
CD
IUD
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WIDTH (W) - W1 + W2
(FOR DOORS WITH SIDEUTES) 2
FI,A.- PE. �_ %0592
CAN. $$3¢
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►heet 2 of 8
w complying with tote Florida
LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES q$`ildfxgCode
AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS Expx�o�DataD� w _ X15.
ARE ALSO ALLOWED.
MINIMUM DIMENSIONS: i+ ectCaimof T ��1�c141`°I I I
TOP AND BOTTOM RAILS .........................5 -1/2"
LOCK AND HINGE STILES ........................5 -1/2" En se_; `
JAVAO.
INTERMEDIATE STILES ............................... 5 -1/2" r
FLA. PE .d 70582
C.A.N. X538
drawing calk.,.
W10 --11
BOLT SUPPORT AT HEAD /SILL
ALUM STRAP BRACKET
FASTENED WITH
F I F-I%^ , revVnvt[a
SEE ELEV. FOR SPACING
STRIKE PLATE
ED IN WOOD
DOOR UNITS
lizfi
ANCHOR:
r.
TvnirAt eNI'MI Z.
GLUE
SIDELITE UNITS
C
TYPICAL ANCHOR
SEE ELEV.
X 2" FH SMS
3 -1/2" FROM ENDS
) 15' O.C. MAX.
X 2" FH SMS
4 -1/2" FROM ENDS
15" O.C. MAX.
RS
SPACING
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G.
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 (Fu -120 KSI. Fy -82 KSQ
_1 /4" DIA. ULTRACON BY `ELQ¢' (Fu-177 KSI. Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" 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
114 SMS OR SELF DRILLJNG SCREWS (GRADE 2 CRS)
INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/87)
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 = I" MIN.
INTO METAL STRUCTURE 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C•-90 HOLLOW /FU-ED BLOCK AT JAMBS f'm = 2000 PSI MIN. $
M,;IwU k
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FIA. PE 1 70582
CA4. 3538
1PRODUCr REVISOD
as compWg with the Flodde
Building Code
Acceptance No — o
crowing. no.
W10- -1 1
9
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING ACTIVE I
7
a= t
• .e
' 13
S 1/2" MIN.
1/4" MAX.
1/4n MAX.
#8 X 2"
6D X 1 -3/4" LONG H FH WOOD SCREWS IN PAIRS
BRAD NAILS (10) AT EACH END
AT 12" O.C. MAX. AT 3/8" FROM ENDS
AND z —II � iA
.ii --INACTIVE LEAP
i
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2
#8X2"
FH WOOD SCREWS INSET WIDTH
AT 15 -3/4" FROM ENDS
AND 8" O.C. MAX.
EXTERIOR
LEAF WIDTH
0
EXTERIOR
LEAF WIDTH
Cift.
F!A PE 70592
538
MAY 8 012
PRODUCT REVISED
as complying with the Floaicia
Builds* Code
A anca No - *f'4-'
BxpLration Data
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Orawing . no.
W10-1 1
sheet 5 of 8
1
TYPICAL ANCHORS
SEE EL%,
FOR SPACING
- •
ACTIVE LEAF
a
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13
S 1/2" MIN.
INSET
WIDTH
1/4n MAX.
#8 X 2"
6D X 1 -3/4" LONG H FH WOOD SCREWS IN PAIRS
BRAD NAILS (10) AT EACH END
AT 12" O.C. MAX. AT 3/8" FROM ENDS
AND z —II � iA
.ii --INACTIVE LEAP
i
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#8X2"
FH WOOD SCREWS INSET WIDTH
AT 15 -3/4" FROM ENDS
AND 8" O.C. MAX.
EXTERIOR
LEAF WIDTH
0
EXTERIOR
LEAF WIDTH
Cift.
F!A PE 70592
538
MAY 8 012
PRODUCT REVISED
as complying with the Floaicia
Builds* Code
A anca No - *f'4-'
BxpLration Data
i3y
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U 0 ,
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Orawing . no.
W10-1 1
sheet 5 of 8
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
#8 X 2' FH SMS
AT 5-3/4" FROM ENDS
T AT 14-1/4a O.C. MAX.
2BY.'
WOOD BUCK - 1v
1/4" MAX.
POLYURETHANE
GLUE 5 1/2" MIN.
LL
0
z
00
O
84(
4 a
3-1/2" X I/8d
UM PLATE
1/4- X 2-1/4- ITW TAPCONS FULL AL LENGTH
AT J" FROM ENDS
AND 12' O.C. MAX. 1 1 #a X 3/4° FH SMS IN PAIRS
AT 1° FROM ENDS & 10• -1/2° O.C.
0
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EXTERIOR
5 1/2" MIN. 5 1/2* MIN.
----77,
LEAF WIDTH
FRAME WIDTH c
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SILICONE IL
2i a
DOW CORNING 795 W z
MOD= REVISED
as complying with tho Florida
BuNdiss C06 .2
c
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By
E�V, J.AVAD AHMAD
CWL-
RAI PE JVO
8 �92
CAN., 3
UIL
drawing no..
W10-1 1
---,Csheet 6 of
e
• r �
e
A
0 FRAME HEAD /JAMB
3
O TOP & BOTTOM RAIL
HINGE & LOCK STILE /SIDELITE STILE
O ALTERNATE
TOP & BOTTOM RAIL
HINGE & LOCK STILE /SIDELITE STILE
200n
SILL COVER
6063 -T5
IF
,2
1
INTERMEDIATE STILE
O GLAZING BEAD
(D ASTRAGAL
0 ASTRAGAL INT. COVER
.276
IP �I 1.000
10 ASTRAGAL EXT. COVER
� 6
I� 1.600 -mot .
2
ITEM &I
PART #
REQD•
DESCRIPTION
MATERIAL
I MANE /SUPPLIER /R1WARKS
1
--
3/ DOOR
FRAME HEAD /JAMB
WOOD
2
-
AS REQD.
TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELIT£ STILE
WOOD
-
3
-
AS REQD.
ALTERNATE TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDEUTE STILE
WOOD
-
4
-
1
SILL COVER
ALUMINUM
MANUALLY OPERATED SURFACE BOLTS BY 'DELTA" AT TOP AND
5
-
1
SILL FILLER
WOOD
-
6
-
1
FRAME SILT.
WOOD
-
7
-
AS REQD.
GLAZING BEAD
WOOD
-
8
-
1
ASTRAGAL
PLYWOOD
AS MARINE GRADE 13 PLY
9
-
1
ASTRAGAL INTERIOR COVER
WOOD
10
--
-
ASTRAGAL EX IOM COVER
WOOD
-
12
-
AS REQD.
INTERMEDIATE STILE
WOOD
13
S44
4/ LEAF
HINGE
STEEL OR ST/STJ
DELTANA
14
#10 X 3°
3/ CORNER
FRAME ASSEMBLY SCREWS FIAT HEAD
-
PVC I
-
SCHLEGEL
15
QEBW65O I
AS REGD.
FRAME WEATHERSTRIPPING Q -LON --
�_a
WOOD OPTIONS
I- SOUTHERN CHERRY
2- ANDEAN WALNUT
3- TROPICAL WALNUT
4- WHITE OAK
5-- YESQUERO
SPECIFIC GRAVITY = 0.50 MIN. (E =1,400,000)
GRADE = 2 MIN.
MOISTURE CONTENT = 12% MAX.
4.000
FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT.
FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S.
ell
I I
HINGES; 4" X 4" X .130" THK. HINGE
1 1
4 PER LEAF AT 9 -3/4" FROM EACH END
G
AND 25 -1/2" O.C. MAX.
I I 4.000
II
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
HING
OPTION 1 = EMTEK COR11NA KEYED ENTRY DOOR LIEVERSET
13 .130 EL
OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET
r
HINGE INSTALLATION SCREWS
OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET
TO PANEL: (4) #12 X 1 -1/4" FH SMS
MANUALLY OPERATED SURFACE BOLTS BY 'DELTA" AT TOP AND
TO FRAME: (2) #¢12 X 3/4" FH1 SMS
BOTTOM OF ACTIVE LEAF.
IN INNER HOLES
(MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING)
(2) 1/4" X 2 -1/4" FN TAPCON
IN OUTER HOLES
MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG
WITH 5/8" THROW AT TOP & BOTTOM OF. INACTIVE LEAF.
1.600 -�{
.295
O FRAME SILL
WOOD
cmL, _ PRODUCrREVISBD
FLU'E -� 7Q8924 a9 complyingttM6 the Fl tmida
'
N. 3538 Building Cade
T4 Date
*i d" Co nt .
40 0f 2012
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W10 --11
heet 7 of 8
1
9
PAMM'f M 101MIN ��
/ 14
50 X 5/8" WOOD DOWEL.
Qi : I M"t•:�
5° X 5/8° WOOD DOM
�1:V1��lJiK�l►il`.l
5° X 5/8" WOOD DOWEL
PRODUCT RHMED e.gi::u4CM aH
a c l in wffit the Fladda F C A E 70592
BdU&S AsaephmNo —o5J •22.
i Date o .,
in
ME ductControl
PANEL BQUQM CORNER
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drawing no.
W10 -1 1
sheet 8 of 8