WS-09-1556Replace front door
As per letter from owner requesting extention, ok to extend
permit 60 days. 05/5/10
Passe
Inspector Comments
rim
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: June 28, 2010
Inspector: Bruhn, Norman
Owner: MENNES, CHARLES
Job Address: 317 NE 104 Street
Miami Shores, FL
Project: <NONE>
Contractor: ARTEMISA FENCE CORP
Building Department Comments
June 28, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
I nspection Number: INSP - 147060
Permit Number: WS -9 -09 -1556 I
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number 305- 757 -7143
Parcel Number 1121360130090
Phone: 305 - 221 -0214
Page 1 of 1
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Project Address
317 104 Street
Miami Shores, FL
Owner Information
CHARLES MENNES
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$110.00
$3.00
$2.75
$116.55
Address
Parcel Number
317NE104ST
Miami Shores FL 33138
1121360130090
Block: Lot:
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Phone
305 - 757 -7143
Type of Work:
No of Openings: 1
Additional Info:
Classification: Residential
Invoice #
Total Amt Paid Amt Due
WS -9-09 -35948 $ 116.55 $ 116.55 $ 0.00
Expiration: 03/2112010
Applicant
CHARLES MENNES
CeII
Valuation:
Total Sq Feet:
Date
$ 1,000.00
0
For Inspections please call:
(305)762.4949
Available Inspections:
Inspection Type:
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
September 25, 2009
September 25, 2009 1
g
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING'
Owner's Name (Fee Simple Titleholder)
Owner's Address
City /R ni J She Pe)
Tenant/Lessee Name
Email
Contractor's Company Name IN/
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (3 1 5) 762.4949
C'' 21
Master Permit No.
Zip . 3 ) .
Phone #
Job Address (where the work is being done)
City Miami Shores Villa e County Miami -Dade Zip 33/ J E3
FOLIO / PARCEL # `l – 213 G, -- 01.3 - 00 9'0
Is Building Historically Designated YES NO
@e 11 ' ADS - 7 7 S- a2 X37
dr'hone # ® 757 7 f 3
Phone #
Permit No. 1®V'
Flood Zone
5
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Contact Phone E -mail
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ Square / Linear Footage Of Work:
Type of Work: ❑ Additio ['Alteration ['New mNew ❑ Repair/Replace ❑ Deolition
Describe Work: gee / e c e _ f?Dii 1" 0 l�
Submittal Fee $ Permit Fee $ // O '9 — CCF $
� a Ce/ee --
Notary $ V Training/Education Fee $ •.�d Technology Fee $
Scanning $ Radon $ a DPBR $ O Bond $ O
Doable Fee $ C � Violation date: ( )
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 certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days afier the building permit is issued. In the absence of such posted notice, the
inspection will riot be approved and a reinspection fee will be charged..
Sign atu s `.�; Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 16 The foregoing instrument was acknowledged before me this
day of .WE— , 28x1 , b ' t/ e L Y4 i r\ , day of , 20 _, by
y�
who is personally known to m- or w ' o has pro . uced 'FL k2L who is personally known to me or who has produced
H 34 Q O As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:.
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **
APPROVED BY
(Revised 07110 /07)(Revised 06/10/2009)
Engineer
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
* * * * * * * * * * * * * * * * **
9 .,)1't� • Plans Examiner Zoning
Clerk checked
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAIv1E:��jC/ries / Q /"fPwile S DATE: 7— 021907
ADDRESS:
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 tIllows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation t)f this exemption. You may not hire
an unlicensed person as 11 contractor. It is your responsibility to make sure the people employed
by you hav ®licenses required by state law.and by county or mtudeipal licensing ordinances. Any
person working on your building who is not licensed finial work under your supervision and must
be employed by you, which means that you must deduct F.LC.A and with- holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction . •
must comply with all applicable laws, ordinances,.buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold.title to the above property and I am planning on doing this construction
Myself.
Initia
2. I understand that as an owner- builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application. •Inactive
permits for a period of over 180 days will become null and void (expired)
and a new permit will be required. to be issued for reinstatement of the
permit.,
3. I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initiall����
4. I. understand That the building official and inspectors are not there to design,
alter or give advice on how to meet code — only if the structure meets the
minimum code.
5. 1 understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
6. I understand that if I compensate any person or company for work performed
they are requited to hitve a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial
7. I understand that if any person gets injured on my construction project-they are
entitled to workmen's compensation.. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
Ws of wages during recovery from injury.
Initial
Initial
8. .I understand that under state and local laws I can not do . any Electrical,
Plumbing, Heating, Air & Roof work on my `property with out first obtaining
the proper permits by licensed contractors.
Initial
Was .acknowledged before me this ! 8-1-V day of „yep , 20 09
BymArlCs Y` • 1"4 .eflr who was personally known to me or who has
Produced there License or DL 34ci&O
F as identification.
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RAMMS ENGINEERING, INC. K it = 1.00
2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING C CODE 2004
Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 - 02 EXPOSURE C
DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE
Interior & Exterior Zones (4 &5 - Walls) Positive Pressures
Exposure C - For the . 146 mph Wind Zone
Effective Wind Area (or, Tributary Area) in Square Feet
Height
(Maximum)
10
20
30
40
50
60
1.00
0.95
0.92
0.89
0.88
0.86
54.7
f° =f-.
50.8
49.8
49.0
48.4
20
58.0
55.3
53.8
52.7
51.9
512
25
60.5
57.8
56.2
55.1
• 54.2
53.5
30
63.1
60.3
58.6
57.4
56.5
55.8
40
67.0
64.0
62.2
. 60.9
60.0
59.2
50.
70.2
67.0
65.2
63.9
62.8
62.0
60
72.8
69.5
67.6
66.2
65.2
64.3
•
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the 146 mph Wind Zone
Height
(Maximum)
Effective Wind Area (or, Tributary Area) in Square Feet
10
20
30
40
50
60
-1.10
-1.05
-1.02
- 0.99
-0.98
-0.96
•
- 59.4'-
-55.5
-54.4
-53.6
-53.0
20
-62.9
-60.3
-58.7
-57.6
-56.8
-56.1
25
-65.7
• - 62.9
- 61.3
-60.2
-59.3
-58.6
30
- 68.5
- 65.6
-63.9
- 62.8
- 61.9
-61.1
40
-72.6
-69.6
- 67.9
- 66.6
-65.6
8
50
-76.1
-73.0
-71.1
-69.8
-68.8
0
60
-78.9
-75.7
-73.7
-72.4
-71.3
5
ara-
Exterior Zones (5 - Walls) Negative Pressures • •
Exposure C For the 146 mph Wind Zone '.. • • •;
Height
(Maximum)
Effective Wind Area (or, Tributary Area) i Squa6a Feet .. •
10
20
30
40
50. �..
•
-1.40
-1.29
-1.23
-1.19
-1 1'& • • •
3• •
15
-73.3
- 68.4
- 65.5
- 63.4
-61'8 • •
5*
20
-77.6
-72.4
-69.3
- 67.2
-:
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25
-81.0
-75.6
-72.4
-70.1
-6 6 _ „ �
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30
-84.5
-78.8
-75.5
-73.1
-1 lie,. ,
` g.p.
40
-89.7
-83.6
-80.1
-77.6
-4. .
40. •
50
-94.0
-87.7
-84.0
-81.3
-7 ,. `•
( *P
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60
-97.4
-90.9
-87.0
-84.3
-82.1 i
Length of End Zone: 10% of least building width or .4h, whichever is smaller binot ess , , , <
than 3 feet. (h = mean roof height in feet ). ` ` ` ` ` ` `
These Tables are not to be reproduced without written permission by Robert Mtnsoul', P
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS..
"t
MIAM
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
NAS Unlimited Doors, LLC
2450 Palm Avenue Street
Hialeah, Fl. 33010
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov/Buildingcode
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HI- TECH" Ontswing Steel Entrance Doors - Impact
APPROVAL DOCUMENT: Drawing No. W08-73 titled "Series "HI- TECH" OutSwing Entrance Door" Sheets
1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and
sealed by Arshad Vigar, 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
Limitation: 1. Max. height of the door with Wood veneer is limited to 100" and Decorative Steel is limited to 83 ".
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang,
China 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 ravisid uor change m the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement oil • •
product, for sales, advertising or any other purposes shall automatically terminate this NO11, fklyre to comply
with any section of this NOA shall be cause for termination and removal of NOA.
• • ••
• •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or As distributors
and shall be available for inspection at the job site at the request of the Building Official. : • • • • ••••
•
This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned abovee %• • •
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 09- 0128.07
Expiration Date: July 22, 2014
Approval Date: July 22, 2009
Page 1
•
•
•
• •
•••• ••• • • •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F It itla and folldWed by • •
the expiration date may be displayed in advertising literature. If any portion of the NOA fs'$isf rayed, Shan itshall
be done in its entirety. • • • • •
•
•
•
NAS Unlimited Doors, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No. W08-73 titled "Series "HI- TECH" OutSwing Entrance Door"
Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and
last revised on July 02, 2009, signed and sealed by Arshad Viqar, 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 FBCTAS 202 -94
3) Water Resistance Test, per FBC TAS 202 -94
4) Forced Entry Resistance Test, per FBC TAS 202 -94
5) Large Missile Impact Test, FBC TAS 201 -94
6) Cyclic Loading Test, per FBC TAS 203 -94
Along with installation diagram of double outswing steel doors, marked -up by
Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated
01/26/09 and FTL 5656 (FTL08090) dated 01/27/09, both signed and sealed by Carlos
Rionda, P.E.
C. CALCULATIONS:
1. Anchor calculations and structural analysis per FBC 2007, prepared by Al -Farooq
Corporation, dated 10/09/08, signed and sealed by Dr. Humayuon Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01 -26 -09 per ASTM A-
370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed
and sealed by Carlos Rionda, P.E.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated July 01, 2009 • • •
prepared by Al -Farooq Corporation, signed and sealed by Arsha4 Viqar, P.Et • • • • •
2. Statement letter of conformance and no financial interest, dated Sege/fiber
2008, prepared by Al -Farooq Corporation, signed and sealed by Or. amayonn • • •
Farooq, P.E. •
3. •••• .. •
Laboratory Compliance statement issued as part of test report.
•••••• • • • •
G. OTHER • • •
1. Test proposal # 07 -3338, 07 -3338 R and 07- 03338R -1, dated 06245/a, approve4 ..
by BCCO. ' • • •
•
2. Distribution agreement between NAS Unlimited Door, LLC and:the. • • • ••••
•
manufacturer, China. • • •
E -1
lS Le 1. LL. a .
Ishaq I Chanda, P.E.
Product Control Examiner
NOA No 09- 0128.07
Expiration Date: July 22, 2014
Approval Date: July 22, 2009
•
•
•
• •
SERIES HI —TECH OUTSWING ENTRANCE DOORS
WITH DECORATIVE WOOD VENEER
OR WITH DECORATIVE STEEL SURFACE
DOORS ARE APPROVED FOR INSTALLATIONS WHERE
WATER INFILTRATION RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AAry TE T D TO CO PLY WITH HE
REQUIREMENTS OF THE FLORIDA BUILliONG F07; EDDfl011 1R1`LUIWNG, • • -
HIGH VELOCITY HURRICANE ZONE (WIZ). • • • • • • • •
1BY OR 2BY WOOD BUCKS BY OTHERS. BE :NC�OR$D CTOF:RL: TCC • •
TRANSFER LOADS TO THE STRUCTURE.• • ••• • • • • • • •
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR ARE NOT PART LOADING S APPR0VA . S N0,1 • SHOWN • • THF • Si �ETAIL • • • •
A LOAD DURATION INCREASE IS USE T fl! 4)ESI F A INT0,b)0D 9 LY: • •
MATERIALS INCLUDING BUT NOT LIMITES TO•STE!L/ !TAL SCREOS• THRf COME INTO* •
CONTACT WITH OTHER DISSIMILAR MA'ILIRIALS 711ALL MEET 7HE REI11REMENTS •
OF 2007 FLORIDA BLDG. CODE SECTION 20018.4.
CLUED ON
WOOD OR PVC VENEER • 18° MAX.
OPTIONAL HEAD /SILL
CORNERS
SEE SHEET 6
FOR HINGE OPTIONS
•
• •
• •
• •
•••
40 1/4' MAX.
FRAME WIDTH
(X)
GLUED ON
WOOD OR PVC VENEER
OPTIONAL
18' MAX.
HEAD /SILL
CORNERS I
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
(FOR A2E5 SHOWN OR SMN.LER — 80.0 PSF
AS UNITED BY CODE)
DOORS WITH WOOD VENEER
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
76' MAX.
FRAME WIDTH
(x X)
Enpr ARSNAD MAR
CIVIL
FIA PE i 38863
CAN. 3338
JUL 0 2 2009
n�Wrla t6
ISM• ro T �� U 1y z
119 d``
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I
ISHUTTERS ARE NOT REQUIRED.
S�
;7 7 ;1 2
( drawing nno 33 II
(sheet WO8— 1 o j f 72
••• • • • • •
• • • • •
• • • • ••
• • • • • •
• •• •• • •
• •• • • • •
• •
• •
• •
• • •
•• ••
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
•• • ••• ••• •• •
• • •
•• • • • • • • •• • • •' ••
•
• •
• • • • • • • • • • • •
• • • •
GLUED ON
WOOD OR PVC VENEER -. 18" MAX.
OPTIONAL \ HEAD /SILL
\`� CORNERS
SEE SHEET 6
FOR HINGE OPTIONS
40 1/4" MAX.
FRAME WIDTH
A
/
/ •
81'
36 1/2" MAX.
LEAF WIDTH
(X)
.l
\
ACTIVE r.
1
in
GLUED ON
W000 OR PVC VENEER
OPTIONAL
1 MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
(FOR Lamm erO SMALLER ALLER — 80.0 PSF 1
AS 1 DOORS WITH DECORATIVE STEEL SURFACE 1
EGRESS REQUIREMENTS TO 8E REVIEWED 8Y BUILDING OFFICIAL
76" MAX.
FRAME WIDTH
Engr. ARSNAD VIQAR
CML
FLA PE / 38863
CAN. 3338
>
JUL 0 2 2009
as owsplyete with 16.
!k•kyz+ ,2etft
C i r rnewi t 2-=
1
1E �I
B'
J
drawing no.
L _W08 -73 )
;sheet 2 of 7)
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•
154 WOOD BLCK
S.G. = 0.55
EMBEDED IN
EXPANDING FOAM
OR SIUCONE
1BY
WOOD BUCK'',
c 22 • 4
• 1;•
DOORS WFF$ •
WOOD COVER
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
SEE SHEET 4
FOR LOCATION
• i
• •1
• •
• •
OA •
AO • •
• • •
•
• •
• • ••
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING •\ �
• ` •
•
1 -1/8" X 3 -1/2" WOOD BUCK
S.G. 0
r EMBEDED IN EXPANDING FOAM
OR SILICONE
2
1
STEEL PLATE
SPOT WELDED TO FRAME
w
° • a a ••� ••• • ° v
•
•
tick. ANC ORS • • ° • e ° TYPICAL ANCHORS
k- E ELEVATI s • • • °• • • SEE ELEVATIONS • R ACIN • • • • • 41DOWRS•WITH FOR SPACING
• DECE ATIVE STEEL SURFACE
STEEL TO BE STAINLESS OR PAINTED CARBON STEEL
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
CONCRETE 1'e = 3000 PS1 MIN.
MASONRY I'm - 2000 PSI MIN.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
I WOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNLIMITED
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
;AND TRANSFER THEM TO THE BUILDING STRUCTURE.
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4" DIA 111 TRACON BY 'ELCO' (Fu =177 Ks I, FY=105 KS1)
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 DRILUNG SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ")
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 -1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
E.4' ARSSAO V10AR
CIVIL
FLA. PE A 38863
CAN. 3538
JUL 0 t 2009
METAL
'STRUCTURE
Apptored a eempl 11.E
MOW MAl2.21
I drawing no.
W08 -73
(sheet 3 of 7,
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• •• •• • • • •• •
• •• • • • ••• • •
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING •
3/8" MAX
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
s,
FRAME WIDTH
SINGLE (X) DOORS WITH
WOOD COVER
• • • • • • • 30)/C %AN.
•
• • • • • • • IF
• • •
• edet/2 .•
• • • • • • • •. storm.'
SINGLE (X) DOORS WITH
DECORATIVE STEEL SURFACE
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• •
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• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
3/8" MAX.
SHIM
2E1'), WOOD BUCK/
OR
WOOD' _STRUCTyRE
\
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 - 1 /8" X 3 - 1 /2' WOOD BUCK
S.G. •• 0.55
EMBEDED IN EXPANDING FOAM
OR SILICONE
Lmt
OWL
FLA. PE j 381363
CAN. 1538
JUL 0 2 2D09
DOOR LEAF WITH WOOD COVER
REINFORCING CHANNEL LOCATIONS
Approved as complying with
Fluids Bidding Gtde
0•11E_Za4ant22
1L4" 1.
5
gl
I I r . 7 1 1711
. §
j 4 i
drawing no.
LW08-73
Lsh;.-1-41-0M
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING •
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
Cc l
•• ••• • • • • • ••
•
• • •
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•
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•• • ••• ••• •• •
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• •
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• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DOUBLE (XX) DOORS WITH
WOOD COVER
E1
DOUBLE (XX) DOORS WITH
DECORATIVE STEEL SURFAC$
Approval asIgCoyi IN
I
y
Eng: ARSSHAD VIOAR
OWL
PIA PE f 38863
CAN. 3638
3/8- MAX.
SHIM
JUL 0 2 2009
28' WOOD BUCK'
OR
WOOD\STRUCTURE
I/4° MAX.
SHIM SPACE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
iA
I BI
•
aa
r ---,
o
$ I.
§ L L W
drawing no
W08 - 7 3 .
(sheet $ c) —f3
ITEM 0
PART 0
REOD.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
2
NAS -102
1
FRAME HEAD
STEEL
ROLL FORKED, MIN. Fy = 36.0 KSI
NAS -102
1
FRAME SILL
STEEL
ROLL FORMED, MIN. Fy = 38.0 K51
2A
NA5 -202
1
ALT. FRAME SILL
STEEL
ROLL FORMED. MIN. Fy = 36.0 KSI
3
NAS -103
1
FRAME JAMB
STEEL
601.1. FORMED, MIN. Fy = 36.0 KSI
3A
NAS -303
1
ALT. FRAME JAMB
STEEL
ROLL FORMED, MIN. Fy = 36.0 KSI
38
-
1
ALT. FRAME JAM8
STEEL
ROLL FORMED, MIN. Fy = 36.0 KSI
3C
NAS -204
1
ALT. FRAME JAMB
STEEL
ROLL FORMED. MIN. Fy = 38.0 KSI
4
-
1
TOP RAIL CHANNEL (FULL LENGTH)
STEEL
-
4A
-
1
ALT. TOP RAIL CHANNEL (FULL LENGTH)
STEEL
-
5
-
1
TOP RAIL COVER (FULL LENGTH)
STEEL
-
8
-
1
BOTTOM RAIL CHANNEL (FULL LENGTH)
STEEL
-
7
-
1
BOTTOM RAIL COVER (FULL LENGTH)
STEEL
-
7A
-
1
ALT. BOTTOM RAIL COVER (FULL LENGTH)
STEEL
-
8
-
1
HINGE STILE COVER
STEEL
-
9
-
1
LOCK STILE COVER
STEEL
-
10
NAS -110
AS RECD.
LEAF EXTERIOR & INTERIOR SHEET
STEEL
MIN. THK = .028 ". IN Fy = 36.0 KSI
11
- .
AS RE00.
HONEYCOMB PAPER INSULATION
-
-
12
NAS -212
1
MULTI POI M LOCK
-
-
13
NAS -113
1
LOCK STRIKE PLATE
=
-
14
NAS -114
AS READ.
LOCK HANDLE
-
-
17
NAS -327
4/ LEAF
BUTT HINGES-.095" THK.
STEEL
-
17A
NA3 -227
4/ LEAF
CONCEALED HINGES- .138" THK.
STEEL
-
18
NAS -118
2/ LEAF
FLUSH BOLTS
-
-
19
NAS -119
AS REOD.
FRAME EXTERIOR W'STRIPPING
EPOM
WEATHERSEAL 0836
20
NAS -120
AS RECD.
FRAME INTERIOR WSTRIPPING
EPDM
WEATHERSEAL
21
14AS -121
AS REOD.
JAMB EXTERIOR WSTRIPPING
EPOM
WEATHERSEAL 0025
22
NAS -125
1
HEAD /SILL PLATE
STEEL
.072 X 3 -7/8' X FULL LENGTH
23
NAS - 126
AS RE00.
JAMB SHEAR STRAP
STEEL
-
24
NAS -136
AS REOD.
DECORATIVE MOULDING
-
WOOD S.G. a 0.45 MIN.
25
-
AS REOD.
REINFORCING CHANNELS
STEEL
-
26
-
AS REDO.
LEAF W'STRIPPING
VKVYL
-
LOCKS:
OPTION 481
ACTIYF I FAF
MULTI POINT LOCK SYSTEM WITH THUMB TURN
OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR
LOCATED AT 37 -1/4' FROM BOTTOM,
FASTENED TO LEAF WITH (8) 010 -24 5 1/2" FH MS
METALUC DEAD BOLT LOCK WON THUMB OPERATOR
ON INTERIOR AT 35 -1/4" FROM BOTTOM
FASTENED TO LEAF WITH (8) 010 -24 X 1/2' FH MS
10 -3/16" LONG ST. STEEL STRIKE PLATE FACING
DEAD BOLT LOCK AT 39' FROM BOTTOM
FASTENED WITH (6) 3/16" RIVETS
INACTIVE LEAF
CONCEALED FLUSH BOLTS AT 4" AND
77 -1/2" FROM BOTTOM
FASTENED W1TH (2) 3/16' RIVETS.
OPTION #a
ACTIVE LEAF
MULTI POINT LOCK SYSTEM WITH THUMB TURN
OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR
LOCATED AT 38 -1/2" FROM BOTTOM.
FASTENED TO LEAF WITH (4) 010 -32 X 3/8" FH 615
METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR
ON INTERIOR AT 36" FROM BOTTOM
FASTENED TO LEAF WITH (8) 010 -24 X 1/2" FH MS
10 -3/16" LONG 5T. STEEL STRIKE PLATE FACING
DEAD BOLT LOCK AT 39" FROM BOTTOM
FASTENED WITH (6) 3/16" RIVETS
INACTNF I FAF
CONCEALED FLUSH BOLTS AT 4" AND
77 -1/2' FROM BOTTOM
FASTENED WITH (2) 3/16" RIVETS.
HINGES;
.0271(2 L-11;
.136" TRK. X 2 -3/4 LONG METALLIC TWO PIECE
CONCEALED HINGES,
5 PER LEAF FOR 100" FRAME HT
4 PER LEAF FOR 83' FRAME HT
OPTION 07•
5" LONG SURFACE MOUNT TWO PIECE BUTT HINGES
EACH FASTENED TO DOOR LEAF AND • • •
FRAME WITH 010 -32 X 3/8' FH MS•(g) PERHASO,
5 PER LEAF FOR 100" FRAME HT. • • • •
4 PER LEAF FOR 83" FRAME HT. • • • • •
• •
ACTIVE
••• :1�
!- • ••
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•• ••• . . • • • ••
•••
••
• •
• a•
f • • • •
• • • • •
• I •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
\
\
\
ACTIVE
\
/ �
/
INACTIVE
ACTIVE
ACTIVE
INACTIVE
5/16" M5
(4) PER HINGE
3/8" STEEL PIN
ypNNTED TO A STEEL CRADLE
WELDED TO FRAME
STEEL LEAF
.035 THK. MIN.
012 -24 X 5 /8" FH MS
(4) PER HINGE
STEEL LEAF
.022" THK. MIN.
INACTIVE LEAF FI USH BOLT
Engr AR9/A0 VICAR
FLA. P E 0 38863
C.A.N. 3538
JUL 0 2 2009
Amman teoppyhIg whit tiu
Ore '3z
20a
o
NOW_ oq —O 1 2 '1
EYmdDadeProar tCe•UUI
Z
g0 O
it
0
n
4
0
cc
8
o
6 n
drawing no.
W08 -73
(sheet 6 of 7
r-2.251 - .812
FRAME HEAD
1.063 1.563
- k --- 4.000
.032
FRAME SILL
812
\'J
FRAME JAMB
e BUTT HINGE
•4
• .095] • •
• 4
• 4
•
-1.967 - 1.263
.074
4.000
r2A) ALT. FRAME SILL
1.375
2.532
O ALT. FRAME JAMB
2.262
•• r •• • • • • ••
•• •• •
• •
•. .
.. ••• •
•••�• •
• •• i 2.9113 • • +�•2
• • •. • I-.- sCO • •
• • • U� • •
•• • •
• • • • • •
4.• • • • • • • • • • • •
• • • •
FRAME CONCEALED HINGE SUPPORT BRACKET
ALT. FRAME JAMB
ALT. FRAME JAMB
.312
2.531
aiD J
p- -z.ao7
PANEL STEEL HINGE LEAF
.-2.122 -1
Lf _2
.035
TOP RAIL CHANNEL
.312- .035
2.520
0) BOTTOM RAIL COVER
1-
.312
2.652 .035
1:48
f 1
-4.759
HINGE STILE COVER
2.327 -b
.472
.035
(46 ALT. TOP RAIL CHANNEL
. 430
535 I 812
.035 1 - T
I h• 2.520
(8) TOP RAIL COVER
.035
T2.122
.472
\°J BOTTOM RAIL CHANNEL
- 2.325 1-.300
4 T - 1 I 035 •8
1-.599
7a ALT. BOTTOM RAIL COVER
2.852
.035
1 .874
.430
LOCK STILE COVER
Engr ARSHAO VIOAR
CNA
P.A. PE 1 38883
CA.N. 3538
V" 1
JUL 0 2 009
11!
8 I
I!J a ,1'1
( drawing no.
W08 -73
`sheet 7 of J
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••• • • • ••• • •
• ..•
• •
•••• • •
• • • •
• • •. • • ••
• • •
••• •
• • •
• •
• •
•
• • • ••
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• •
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•
• •
•
• •
• • •••• • •
• • •
• • •, • 9. ••A
• • •
• •
, mi Shores \'ilI7+n
"EPPOv./FD
BY
DA I H
7.nP!I; DEPT
7-1_ `7)C3, DEPT
'� /
SUDJECT TO COMPLIANCE WTH ALL FEDERAL
T1T AND. COUNTY PULES A■P nF: PULATIOf_IS
• ..•
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• • •. • • ••
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