REV-17-2296Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 'Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2O
BUILDING Master Permit No. 5 I - I ISMS
PERMIT APPLICATION Sub Permit No. 2N 1=1-222c7t
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION El RENEWAL
RECEIVED
EP 2 6 2017
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: l �2 IJL) I I O �F
City: Miami Shores
County:
Miami Dade Zip: '33i G e
Folio/Parcel#:1 I- It 3 G ` 0 03 - 01 00 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type:
Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): c-SeAt 8tx, Phone#:
Address: 17-I. jto Sf
City: MIA/vv., 51iGvz.5
State: Zip: 331 G dp
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Re ext C). 5-1-0YN Pro j c4) Phone#:
Address: t 0 801 ►.l c,J LU• 54
City: MiiNc, State: -EL- Zip: 33172_
Qualifier Name: joY\ A--110.0t�v-) c,j),(19U€,L Phone#:.3a5-5'3' 5' 4.
State Certification or Registration #: _ C CMG: 1513 <-'1 4. Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: - State: Zip:
Value of Work for this Permit: $ 0 Square/Linear Footage of Work: C.
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: d'W t5i 61'3 1"6 C,c -re PM 1,-WMe) ev oh Doug/ SPY ir`S?e c`�or
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
o Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a einspection fee will be charged.
Signature
WNER or AGENT
The foregoing instrument was acknowledged before me this
6,1Of4 day of ...6Q p , 20 / '7 , by
SSA /0 A ld EE - , who is personally known to
Ft . »_ Li «,osc
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
as
r-J 12 b.r 419Ri--e-.)
MICHAEL MARRERO
3.111k s Commission # GG 58774
AIii:C,P$ f My Commission Expires
%,,,7,1, ,o December 28, 2/020
,ysf4
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
-ru
day of , 20 / 7 , by
R del toi ho is personally known, to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: /`7r a e L
Seal:
MICHAEL MARRERO
r `) r -Coma-mission * nr; 58774
s+,1O i rr.s My Commission Expires
of f��P
,,,,,,,,,�,�. December 28, 2020
********************************yh'** *********************************************************************
62
APPROVED BY
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review Clerk
Sean Albee
122 NW 110 Street
Miami Shores, FI 33168
RECEIVED
SEP 2 6 1017
("A 41
Revising correct product approval for door.
Garage
N/A
Garage
(separate from house)
..... . . . .. ..
•• •.
• . • •
••• ••. •• . .•
• ••
Fiberglass-HR
• ... ... FL4V,34.)
• • . . .
• . • • • 8
. _
• .• •• • • •
•.• • •• •
•••• •••.••
• • •• • • •
• •• • • • • • ••
•
• ••••• • • ••••
• • • • • • ••• •• •
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: AHe is StoY,Nt Vra"-ec io0
PROJECT: Se) t;c
EXPOSURE "C
ADDRESS: 2.L
t(Pc✓ I (SH-tWve
City
NW ILO
WIND VELOCITY = 175 MPH
State
33)6e
ZIP
ROOF SLOPE > 10 0
Roof Ele
(ft)
15
17
20
22
25
28
30
35
40
45
50
60
v.
Tributary Area (Sq. Ft)
10
40.1
43,5
410
44.5
42.5
46.1
43.4
47.1
44.8
-39
42.4'.
43,4
413
44.9°
42,3,
45..9
43.6
zo
38.3
417
39.2
42.7
40.6
44.2
415
45.1
42.8
37.7
411.'
38.6
42.1:_
'399
435,;
40.8'
44.5
42.2.
30
37.2
40.6
38,1
41.6
39.4
43.0
40.3
44,0
41.6
35`
36.8
40.2
37 7''
412
39.0
42:6
39.9'
43.6
41.2
40
36.5
39.9
37.4
40.8
38.6
42.2
39.5
43.2
40.8
45
39.6
37.0:.
'40,5'
38.3
41.9
39.2
°42.8
40.4
50
35.9
39.3
36.8
40.2
38.0
41.6
38.9
42.5
40.1
48.6
45.8
47.4
44.6
46.6
43.7
46.0'
'43.0-
45.4
42.5
45.0
42,0'i
44.6
41.6
44.2
41.3
43.9
410
49.6
46.2
48.4
45.0
47.6
44.2
46.9
43.5
46.4
42.9
45.9
42.5
45.5
42.1
45.2
41.7
44.9
414
50.2
47.7
517
49.1
53.2
50.5
54.8
514
55,8
52.8
48.9
46.4
50.4
47.8
51.9,
49.2
53.4'
50.1-
,54.4
51.5
48.1
45.5
49.5
46.9
51.0
48.2
52.5
49.1
53.5
50.5
47.4
44:8
48.9
:50.3
47.5
51.8
$48.4
497.,
46.9
44.3
48.3
45.6
49.7
46.9
46.4
43.8
47.8
45.1
49:2.
46.4
46.0
43.4
47.4
44,7
48.8
45.9
51.2
47.8
52.1
49.1
50.6
47.2
48.5
50.2
46.8
512
48.1
45.6
43.0.
47.0
'44.3
48.4.
45.5
,508
47.7
45.3
42.7
46.7
43.9
48.1
45.2
49.5
46.0
50.4
47.3
57.3
53,8
58.3
55.9
2.4
56.9
54,9
51.4
55.9
54.2
50.6
55.1
53.6
49,9
54.5
53.0
49.4
54,0
52.6
48.9
53,5
52.2
485
53.1
518
48.2
52.7
C
a.
ate
Roof Elev.
(ft)
Tributary Area (Sq. Ft)
10
15
2D
,25 30
40
50
40.1
53.7
39
51.6
38.3
50.1
37.7, 37.2
48.9. 48.0
8
36.5
46.5
45.9
35.9
45.3
17
41.0
55.0
40.0.
52.8
39.2
513
6 38,1
50.1 49.1
7
48,3
37.4
47.6
37.0
46.9
36.8
46.4
20
42.5
'41.3
40.6
'39.9 39,4
39.0
38.6
38.0
56.9
54.6.
53.0
1.8 50.8
499
49.2
48.0
22
+
43,4
58.1
42.3
415
54.2
40 8 40.3
53.0 519
39.9"
511
39.5
50.3
39.2
49.6
38.9
49.0
25
44.8
43.6
42.8
42.2 41.6
41.2
40.8
40.4
40.1
60.0
57.7
56.0
54.7 53.6
52.7
51.9
51,3
50.6
28
45.8
44.6
43.7
43.0 42.5
42.0
41.6
41.3
410
61.3
57.2
54.7
53.8
43.0
52.3
51.7
30
46.2
44,2
43.5. 42.9
42.5
42.1
41.7
414
61.9
59.5
57.7
56.4 55.3
54.4
43,6
52.9
52.2
35
47.7
46.4
45.5
44.8 44.3
43.8
43.4
43.0
42.7
63.8
61.3
59,5
5&1, 57.0
55.2
54.5
53.8
40
49,1
47.8
46.9
46.1. 45.6
45.1
44.7
44:3
43.9
65.7
63.1
51.3
'59.9 58.7
57.7
56.9
'56.1,.
55.4
45
50.5
67.6
49.2'`
64.9
48.2
63.0
47.5 46.9
616 60.4
46.4
59 4
45.9
4
45.5
57,7
45.2
47.0
50
55
60
51.4
50.1
49.1
484r37.8
47.2
46.4
46:kf
68.9
-52.8
70.8
53.8
2
51.5
68.0
52.4
72.0
69.2
50.5
66.0
51.4
67.2
6f5
1 p Vi
S4,S'63,2
5d8•II1,9
61$ ' 64.3
48,5
63.3
6
51:2
62.3
58.8
4
.5_
61.5
58.1
47'3'
$J-
48,2
1.
2.
3.
4.
5.
6.
7.
8.
GENERAL NOTES
TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS.
ROOF ELEVATION "H", IS DETERMINED
BY USING FIGURE 1 AS REFERENCE.
IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN
ROOF HEAIGHT AND APPLY TO ALL FLOORS.
TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR
SHOWN BUILDING HEIGHT IN END ZONE.
se
FIGUR .Z,.•
D=10% OF LEAST HORIZONTAL 1:IrIEV18N
•
ELEVATION "H" FOR SLOPED ROOFS IS
THE MEAN ROOF HEIGHT. • •' •
•• •
r
IH
1
D
u
D
• • • •
• • •
•• •
• • •
•
••
• • •
• • •
• • •
•
ZONE 4C=Jl
LQ�E 5 ✓✓�z
•
THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION.
NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS
SEAL
JUN 1 '6 2017
dat•:10-02-13
drown by: M.F.
REVISIONS:
no.
date
by
description
chocked by: H,M.
DWG NO. 1
SHEET 1 OF 1
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 Sunset Dr. Suite TEL. (305) 264-8100
220 Miami, FL 33173 FAX. (305) 262-6978
JAVAD AHMAD
FIA P.E. f 70592: EB C.A.N. 3538
•
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•
•
i•
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•.
•
•
•�
•• •
•
••
•.
•
8/10/2015
Florida Building Code Online
Florida Departmentd
Busines
Professi
Regulation
License efficiently. Regulate fairly.
BCIS Home
Log In I User Registration 1 Hot Topics I Submit Surcharge I Stats & Facts
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
...
.
.
•
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgttSMGy
.. ... . .
Publications 1 FBC Staff 1 BCIS Site Map
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Masonite International
1955 Powis Road
West Chicago, IL 60185
(615) 441-4258
sschreiber@masonite.com
. . . .Steve Schreiber
.
• . •
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sschreiber@masonite.com
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gTun PuaF1 w HGK%2fQyxxFHIC78%2fE%o3d
1/6
8/10/2015 Florida Building Code Online
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
https://www.floridabuilding.org/p
Compliance Method
Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Product Approval Method Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval .. ... . . . • . ..
•
Date Approved •• •• • 06/06/2015
Summary of Products
06/01/2015
06/03/2015
.. ... .. • • • ..
••
• •
FL #
F?od01, tluttiipeor fl f•Orrie; ;
Description
4334.1
'4Pberglass Side -hinged boor Units -
Imps l atea
6'-8" Opaque I/S and O/S Single Door
... . . . . ... . .
Limits of Use • ••• ••• •••• •• ••
•Approved for use in HVH: Yl°s••::: : :.'.:
Certification Agency Certificate
FL4334 R9 C CAC NI005930.01.PDF
8/10/2015
Florida Building Code Online
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0" x 6'-8" max
nominal size. Hurricane protective system is NOT 'required. See
anchor detail DWG-MA-FLO120-05 for additional information.
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FLO120.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 504B.pdf
Created by Independent Third Party: Yes
4334.2
Fiberglass Side -hinged Door Units -
Impact Rated
8'-0" Opaque I/S and O/S Single Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0" x 8'-0" max
nominal size. Hurricane protective system is NOT required. See
anchor detail DWG-MA-FLO121-05 for additional information.
Certification Agency Certificate
FL4334 R9 C CAC NI005930.02.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FLO121.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 503B.pdf
Created by Independent Third Party: Yes
4334.3
Fiberglass Side -hinged Door Units -
Impact Rated
8'-0" Opaque O/S Door w/ or w/o Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the.1-ligh•04Icici$,r NurriIate•nne, and
where pressure requirements as datermined:by.4SCE 7,
Minimum Design Loads for gal dials alai Othel:S:rwetures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. Hurricane protective system is NOT •
required. See anchor detail:Dfo -MA:rief/I-05r additional
information.• • • •• • • • • • •
• • • • • • • • • •
Certification Agency Certificate
FL4334 R9 C CAC NI005930.02.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FLO121.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 501B.pdf
Created by Independent Third Party: Yes
i•• • •• • • •
4334.4
Fiberglass Side -hinged Door Units -
Impact Raged • ••• • •
• • • • ., • • •
8'-0" Opaque I/S Door w/ or w/o Sidelites
• •, • ••• • • •
Limits of Use • • • • • • • • • •
Certification Agency Certificate
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSlly GyvgTunt'uaFTwHM2ftyxxF lIC78%2fE%3d
3/6
8/10/2015 Florida Building Code Online
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. Hurricane protective system is NOT
required. See anchor detail DWG-MA-FLO121-05 for additional
information.
FL4334 R9 C CAC NI005930.02.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FLO121. pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 501B.pdf
Created by Independent Third Party: Yes
4334.5
Fiberglass Side -hinged Door Units -
Impact Rated
6'78" Opaque O/S Door w/ or w/o Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 6'-8"
max nominal size. Hurricane protective system is NOT
required. See anchor detail DWG-MA-FLO120-05 for additional
information.
Certification Agency Certificate
FL4334 R9 C CAC NI005930.01.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FLO120.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 502B.pdf
Created by Independent Third Party: Yes
4334.6
Fiberglass Side -hinged Door Units -
Impact Rated
6'-8" Opaque I/S Door w/ or w/o Sidelites
Limits of Use -
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4334 R9 C CAC NI005930.01.PDF
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes ." "' ' ' ..
02/28/2021
Design Pressure: +50.5/=50.5.' ' • •
Installation Instructions
Other: Evaluated for use ial.l3catibnAJdlialln§ tit) theFlorida
FL4334 R9 II FLO120.pdf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined'by ASCE 7,
Created by Independent Third Party:
Minimum Design Loads for $uiiclings and btger SrtFuctahes,
Evaluation Reports
does not exceed the desive pressutres.liste8. 1211".46':8"
FL4334 R9 AE 502B.pdf
max nominal size. Hurricane protectwe system is A?Or.'
Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO120-05 for additional
information. ... . . . . ... • •
•
. . . .
•
.
... . . .
• • • • • • • • • •
• •• .. • • • •• .•
https://www.floridabuilding.org/pr pr_app_dtl.aspx?param=wGEVXQwtDM1'IGyvgTun'l'uaelw1-18ttto2t'12yxxFI-I1C78%2fE%3d 4/6
8/10/2015
4334.7
Florida Building Code Online
Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites
Impact Rated
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.0/-50.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. Hurricane protective system is NOT
required. See anchor detail DWG-MA-FL0123-05 for additional
information.
Certification Agency Certificate
FL4334 R9 C CAC NI005930.04.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FL0123.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 501B.pdf
Created by Independent Third Party: Yes
4334.8
Fiberglass Side -hinged Door Units -
Impact Rated
6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60.0/-60.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 6'-8"
max nominal size. Hurricane protective system is NOT
required. See anchor detail DWG-MA-FL0122-05 for additional
information.
Certification Agency Certificate
FL4334 R9 C CAC NI005930.03.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R9 II FL0122.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R9 AE 502B.pdf
Created by Independent Third Party: Yes
•• ••• • • • • • ••
Back
Next
•
• • •
• • • •
•
•• ••• •• • • • ••
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA(,EEAefnployer. C4PYGlaht 200 .-20L3 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
• • • • • • • •
Under Florida law, email addresses i re gjblic rei<prbs.olyou.dc:not w;anCyour e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contactkIse office y phone or dy tadNenal mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effeti:Cve Octobers]." 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
• • • • • • • • • • • • please click here .
• • • • • • • •
• • • • • • • •
• ••roduct Approval Accepts:
• •• •• • • • •• ••
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtA/M gTunftablWHGK o2fQyxxFHIC78%2fE%3d
5/6
8/10/2015 Florida Building Code Online
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • ••• •• •
• • • • • • • •
• • • • • •• • •
•
• • • •• • OOOOO
• • • • • • • • •
••• • •• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgMGAgTunAuaFiwHGW2fyxxF11IC78%2fE%3d
eCiieck
6/6
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Certification No.: NI005930.01
Certification Date: 02/17/2005
Expiration Date: 02/28/2021
Revision Date: 02/20/2015
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted)
Specification: TAS 201/202/203-94/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertiication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Configuration
Inswing
or
Outswing
Glazed
or
Opaque
Maximum
Size
Design
Pressure
Pos/Neg
Water
Test.
Pressure
Missile
Impact
Rated
Test Report Number
Drawing Number &
Comments
X
Single
I/S
Opaque
3'0" x 6'8"
+70/-70
2.86 psf
Yes
NCTL-210-3102-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO 120-05
X
Single
O/S
Opaque
3'0" x 6'8"
+70/-70
10.5 psf
Yes
NCTL-210-3102-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
XX
Double
I/S
Opaque
6'0" x 6'8"
+50.5/-50.5
-
2.86 psf
-
Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
XX
Double
O/S
Opaque
6'0" x 6'8"
+55/-50.5
6.0 psf/
8.25 psf*
Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO120-05
XO/OX
Single w/Sidelite
I/S
Opaque Door
Glazed Sidelite
6'0" x 6'8"
+50.5/-50.5
2.86 psf
Door -Yes
Sidelite-Yes
NCTL-210-3105-I
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
XO/OX
Single w/Sidelites
O/S
Opaque Door
Glazed Sidelite
6'0" x 6'8"
+55/-50.5
6.0 psf/
8.25 psf*
Door -Yes
Sidelite-Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO120-05
OXO
Single w/Sidelites
I/S
Opaque Door
Glazed Sidelites
9'0" x 6'8"
+50.5/-50.5
2.86 psf
Door -Yes
Sidelites-Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
OXO
Single w/Sidelites
O/S
Opaque Door
. Glazed Sidelites
••
• • •
•
••
9'0" x 6'8"
•• •• •• ••
•
^
•
+55/-50.5
6.0 psf/
8.25 psf*
Door -Yes
Sidelites-Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
OXXO
Double w/Sidelites
I/S
Opaque D&s
Glazed Sideli
•:
•.:
•
•
•:12:41c *•; i
•: • • • • :
• i
• •
•
+50.5/-50.5
2.86 psf
Doors -Yes
Sidelites-Yes
NCTL-210-3105-1
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
OXXO
Double w/Sidelites
O/S
Opaque Doors
Glazed Sidelites
• •
•
12'4" x 6'8"
�' •
• • •
••
• •
+55/-50.5
6.0 psf/
8.25 psf*
Doors -Yes
Sidelites-Yes
NCTL-210-3105-I
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0120-05
*High Dam Threshold • • • •; • • ;•
National Accreditation & Maiwgenient Instrtuio,'Inc.i4194'0eorge Washington Memorial Highway/Hayes, VA 2307
Tel: (804) 684-5124 Fax: (804) 684-5122
••• •. . • . •••• . •
•• • • .• ••
; NAMI AUTHORIZED SIGNATURE:
• • • ▪ • . .• • • • . •
• •• .• . • . .. ..
... • • .• ••• . •
•
•
•
••
•
Luis R. Lomas P.E.
233 W Main St
Danville, VA 24541
434-688-0609
rl lomasta�I rlomaspe. com
Manufacturer: Masonite
Report #: 504B
Date: 05/21/2015
Product: Single Door 3'x6'8"
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to
product described herein. These calculations comply with requirements of the Florida Building Co
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FL0130-05 DWG-MA-FL0153-06
DWG-MA-FL0122-05 DWG-MA-FL0132-05 DWG-MA-FL0155-06
DWG-MA-FL0124-05 DWG-MA-FL0134-05 DWG-MA-FL0156-06
DWG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07
DWG-MA-FL0128-05 DWG-MA-FL0151-06 DWG-MA-FL0162-07
Anchors to be qualified:
1. #10 Wood screw, for installation in wood frame substrates.
2. 1/4" Tapcon, for masonry installation
Anchor capacity in shear condition:
Solid members w/ & w/out gap:
Fastener type: #10 wood screw
Root diameter: Dr: 0.152 in
• • Minimum required penetration: p: 1.140 in
• •
• • • • • *Cie member'.
• 5idelnnm'ber thickness'.
• hi!e mehber dowel bearing;trength:
Side member doggl $eirri) length:
•
Mide 16 • •• • ••Model,
Douglas Fir -Larch
t,= 1.000 in
F,
1, _
4,650 psi
1.000 in
Mode II
• • qm = '5175§-.2 Ibs/in q 707 Ibs/in A:
Per•140.1Ibs ••IA•• 707 Ibs B:
• • Ko =• 2.2.00 •Ny • 2.200 C:
• • Zm= • 264 Ibs • • Zits, • 321 Ibs P =
•
•••• Ka=
• • •14.15es:n value: • Zi • 107 lbs Z=
• 3 rat+on Factor: • •&,,, = e 1.6
• Allowable Design Value (ZCD): Z'= 171 Ibs/anchor
•...
Fastener type: 1/4" ITW Tapcon
Substrate: Hollow block
Edge distance: 4.00 in
Edge distance: 2.00 in
Actual edge distance: 2.50 in
Spacing: 4.00 in
Spacing: 2.00 in
Actual spacing: 3.00 in
Allowable Design Value (ZfAN): Z'
156 lbs/anchor
0.0008
1.07
-342.139
265 Ibs
2.2
120 Ibs
(NDS 2012, TR12)
substrate, and it applies only to the
de.
DWG-MA-FL0168-07
DWG-MA-FL0170-07
DWG-MA-FL0172-07
DWG-MA-FL0174-07
DWG-MA-FL0175-07
Gap: 9: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength: Fyb = 80,000 psi
Main member: Spruce -Pine -Fir
Main member thickness:
Main member dowel bearing strength:
Main member dowel bearing length:
Mode III„
A:
B:
C:
M5=
P=
Ka
Z=
0.00120
0.57
-212.263
46.8 in-Ibs
246 Ibs
2.2
112 Ibs
FIm=
1.500 in
3,350 psi
1.140 in
Mode III, Mode IV
A:
B:
C:
Mm
P=
Ko=
Z=
N.O.A. 12-0816.06
Minimum embedment:
Tabulated shear design value: Z
Tabulated shear design value: Z =
Reduction factor:
Tabulated shear design value: Z =
Tabulated shear design value: Z =
Reduction factor:
0.00134
0.5
-223.524
46.8 in-Ibs
263 Ibs
2.2
119 Ibs
202 Ibs
161 lbs
0.85
202 Ibs
166 Ibs
0.91
1.25 in
A: 0.001689
8: 0.000
C: -93.6
P=
Kb =
Z.
Minimum anchor capacity: 156 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38
f
1 of 2
79.25
Design pressure: 85.0 psf
Zone
Area
(ft2)
Load
(Ibs)
Ind. (in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty'
Load
(Ibs)
Al
2.3
195
N/A
N/A
156
2
98
OK
A2
7.7
656
6.00
18.00
156
5,
131
OK
235 Ibs
2.2
107 Ibs
.�vJ` �G ENS •din#',r..-_-_„
......
▪ 04,1
TAT OF > • c•er=
/�ilONAL'•k\\
Luis R. Lomas P.E.
FL No.: 62514
5/28/2015
Luis R. Lomas P.E.
233 W Main St
Danville, VA 24541
434-688-0609
rllomas C1 Irlomaspe.com
Manufacturer: Masonite
Report #: 504B
Date: 05/21/2015
Anchor Locations:
6.00 TYP.
18.19
36.38
6.00 TYP.
6.00
1345
MAX.
O.C.
••
• •
• • • ••• • ••
• • •
• • 79695 • •
•
••
• •
• •
•
• ••
• • •
••••
•
•• ••
• •
•• • ••••
• • • • •
• •• ••••
•
••••
•
• • • •
• •• • • ••
• • • •
•••• •+ •
• -
2 of 2
••••
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed
at the design pressure indicated herein.
\\�JS D�li\, \•EN '9�i,,C
e•51
--
TAT OF :co,
�•• � �NF10R�P ^\ Luis R. Lomas P.E.
FL No.: 62514
5/28/2015
•
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
6'-6" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES USTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP
ASTM D1929
752 'F > 650 'F
RATE OF BURNING
ASTM D635
0.56 IN/MIN (C-1)
SMOKE DENSITY
ASTM 02843
53.4%
TENSILE STRENGTH.
ASTM 0638
3.2% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
❑❑
EIEJ
EIU
SINGLE DOOR UNIT) DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET f
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHOR LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
20.5" MAX
D.L.O.
' 149" MAX. OVERALL
36.375" MAX.
,..._ PANEL WIDTH
W/ASTRAGAL
FRAME WIDTH
37.5" MAX.
FRAME WIDTH
•
.
.�
- MAX. FRAME HEIGHT 81.875'
_ 62.675" MAX. _ 1
•
0
oq no
00 .:....4. .
SINGLE DOOR UNIT
LT± SITYI TTF
DOUBLE DOOR UNIT W/SIDELITES
❑❑
oo.
• • SINe1L (SOI; • DOOR UNIT W/SInFIITFS
• • •WITH SIDIEIRE • • • • •
MAX. PANEL HEIGHT 79.250"
A4dBIIdImbNNY
RehTiptianlb . NzooS93o ��
DO %Wei
❑ ❑
DO
00
❑❑
00
00
DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESS RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
C$dFIIG
1y-I
. INSWING • UTSw1Nt• •
l • INSWING
OUTSWING
OUTSWING•
( X)
/ •70 I +70.0 / -•70.0
, 1910 -19.0
+70.0 -70.0
+70.0 / -70.0
�(X
•
.0 / •5005
0 / -;A.3
41,0 -19.0
+40.0 -40.0
+55.0 / -50.5
OX or XO
75"•
i850.5•/ -105
6+55.0 •' -•50.
49 10 -19.0
+40.0 -40.0
+55.0 -50.5
OXO
11
5 I V0.5
•+ 3.0 51.
•+14.0 -19.0
.+40.0 -40.0
+55.0 J -50.5
OXXO
14� •
+-50.5 / -50.5
+55.0 / -50.5
+19.0 -19.0
+40.0 / -40.0
+55.0 / -50.5
• High Dom Threshold Design
KURT BALTHAZOR
FLORIDA P.E.
#56533
10
a op
O
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0
O
E CD
O
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-(j
0
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to
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to
3
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cn
3
W
0)
Q
N
Z
0
V_)
Cr
Cr
w
W
tal
(7
w
U
z
2
U
0
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a
0
2
to
Z
0
to
0
o
0
W
U
co
x
O
2
ate: 2/11/05
SCAM_ N.T.S.
DWc. eY: SWS
ant. Err:
DRAWING
DWG-I4A-FLOt20-05
sneer 1 OF 3
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • • • •
0•• • • • 0•• • •
SEE DETAIL
"C'
DETAIL "D"
6" —
— SEE DETAIL
.E.
3"3*
— 3'
— 6"
3'
Ill)
6'
3'
3'
6"
4 MORE EQUALLY SPACED
'
g" —
3' �
— _-
_.......
1.375" Lr "
INSWING THRESHOLD
#10 x 2"
#10 x 5/8"
#10 x 5/8"
#10 x 2"
0.962. j
DETAIL "C"
TYP.
T
OUTSWING THRESHOLD
#10 x 1"
#10 x 1"
1
1.75"
T
• • 6041 • • • • •
• AMdelda: • • • •
• •• • • •
HaVieWbi By*
DeleR,iewect 5/2.8 ism
• •••
• • • •
• •
• ••
•
1.0� .
• • • •
••
HIGH DAM 0/S THRESHOLD
• • • •
•
8 x 2-1/2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
• • 0.124" ANNEALED
0.090" SAFLEX IIG
• • 0.124" ANNEALED
•
••
AWMWUM OR BUM
SPACER
•• •
• • • • D0W 832
• •• • •OR EQUAL
• • • • •• • •• E1 JQB WOMB
• • • TYPICAL GLAZING DETAIL
IMPACT RATED GLAS$
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DECORATIVE INSERT
(OPTIONAL)
.0124' 1EMP.
/8 x 1-1/2" PHS
DOW 832
OR EQUAL
r
DANE: 2/ 1/05
SCALE
N.T.S.
N
Z
0
DWG. BY:
SWS
CHIC. BY:
DRAWING No.:
DWC-MA-FLO120-05
sHEEr 2 OF 3
••• • • • •
• • • • •
• • • •••
• • • • • •
• • • • • • •
000 • • •
• • •
•
•
•
• • •
• •
• •
• •
• • •
•• ••
• •
SEE DETAIL
"C" SHT. 2
Adderdum b NAY
Ce imlb.:. NSooS93o
Rained* •
DO Want Sissp
SEE DETAIL _
"E" SHT. 2
3"
SEE DETAIL
"F" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON .EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
1.25"
MIN
i0
CI
U
a SEE DETAIL
"D" SHT. 2
-1
7
Q
w
CC
0
TYPICAL MASONRY
ANCHOR INSTALLATION
•• ••• •
• •
• •
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ••
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT" •" "
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
• •••
• •
• •
• • —•
• ••
••• •
CL• ••• •• •
• • • • •
• • • • • • •
i`PPICAL• WOOD BUCK*
ANCHOR INSTALLATION
—b3`
II
I
I
I
I
II
O O
I I I
I.
I
r
4 MORE EQUALLY SPACED
y 6" n g"
1 Y-
6"—
—
_
'
—
—I
—6'
1— 3"
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
••
•
•
� 0•25"
MAX
SHIM
1"X1/2" CORRUGATED
3" FROM EACH END
AND 7" OC
LLAACrtiri___RTEX I
CAULK CL
COMBINATION COMBINATION COMPOSITE
MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL)
#10X2" WOOD SCREW
6" FROM EACH END
AND 12" OC
(2) W00DOSCREWS
^
EACH END
ACRYLIC
CAULK
9
r
J
0
a
3
N
in
V)
VI
N
N
Pjt
a.
N
Z
0
a
Z
0
V)
U
S
a
0
0
x
a
Zel
U
0
2
J
0
z
0
J
3
z
0
c
CO
0
0
0
rn
1i
w
m
0
Z
DATE: 2/ 1/05
S(•., r. N.T.S.
OWG. DY: SWS
a«. er:
DRAWING NO.:
DWG-MA-FL0120-05
SHEET 3 a 3
••• • • • • ••• • •
• • • • • • • •'
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •