WS-16-3427 Permit NO. WS-12-16-3427
Miami Shores Village Et Permit Type:WindowsilS uitters
s� 10050 N.E.2nd Avenue NE
I'; i Work Classification:'Door Replacement
Miami Shores,FL 33138-0000 Permit Status:<APPROVED
Phone: (305)795-2204
FCORIDp'
Issue Late: 11412017 Expiration: 07/03/2017
Project Address Parcel Number Applicant
557 NE 92 Street 1132060141160
Miami Shores, FL 33138- Block: Lot: DAISY SOTO
Owner Information Address Phone Cell
DAISY SOTO 557 NE 92 Street
MIAMI SHORES FL 33138-3156
Contractor(s) Phone Cell Phone
AMERICAN STORM PROTECTION 305 264-0446 Valuation: $ 7,000.00
( ) (305)513-0514
Total Sq Feet: 20
Type of Work:REPLACE 1 IMPACT IRON DOOR Available Inspections:
No of Openings:1 Inspection Type:
Additional Info:REPLACE 1 IMPACT IRON DOOR Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
r
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF
DBPR Fee $4.20 Invoice# WS-12-16-62422 �
$2.. 000
DCA Fee 2.00 12/21/2016 Credit Card $50.00 $84.20
Education Surcharge $1.40 01/04/2017 Credit Card $84.20 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $5.60
Total: $134.20
I
k
In consideration of the issuance to 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 ertify tha a I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction onin her authorize the above-named contractor to do the work stated.
January 04, 2017
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
January 04, 2017 1
l
Miami Shores Village
Building Department °� z � '�
� . g '
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: w �'
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-49491..E
{ FBC 201 {
BUILDING Master Permit No. �� �-•'�"'�
PERMIT APPLICATION Sub Permit No.
,I
BUILDING F-1ELECTRIC F-1ROOFING
F-1 REVISION EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF [:] CANCELLATION ❑ SHOP',
CONTRACTOR, DRAWINGS
JOB ADDRESS: S N E 9
City: Miami Shores County' Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:I
OWNER: Name(Fee Simple Titleholder):—,D2-1 -tP Phone#: (786 X57.19�9�
Address: /V I 2.2 _
City: !A lel ! State: /"L Zip:
Tenant/Lessee Name: Phone#:
I
Email:
I y Lf�/1G1���-G1 n� PQM /��7 8�� Phone#:�0o�/s-b5l V-
CONTRACTOR:Compan Name: ,.L/ _
Address: /0?Q A)U)
City: ! ,• � Stote: �(� Z,iip:
Qualifier Name: z-o,,,c J�v� rk) i-t fl Phone#:�u�� �g�•'g/d 7
State Certification or Registration#: Ci 7 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:,
i
Value of Work for this Permit:$ 00 Square/Linear Footage of Work:
Type of Work: F-1 Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: E®�0.LE QL J M DG7 le �
j
Specify color of color thru tile:
L(� co/CC S
Submittal Fee$ �v Permit Fee$ ( ' -��� CCF$ /l
Scanning Fee$ ` � 2-0
Radon Fee$ 2 �- . _ DCB/PR�j$ 2' of Notary$•
Technology Fee$ �' Training/Education Fee$ Double Fee$ '
Structural Reviews$ `- Bond$ �t I
! TOTAL FEE NOW DUE$ tet'
(Revised02/24/2014) k
I
i
,
f
'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 insp ron which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wi not be approved and a reinspection fee will be charged.
Signature Signature
C—"P,Wner or Agent Contractor
The foregoing instrument was acknowledged before me this 3rD The foregoZU
nstrument was acknowledged before me this
day of NpU�Y1 1 20-&,by DBrSU sujp day of 20 / -,by T Aa,
who is personally known to me or who has produced L L who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLI ;, Y;"'y JASON H.SPIEGELMAN NOTARY PUBLIC:
My COMMISSION A FF 990234
EXPIRES:May 8,2020
,o Y., BondedThruNotaryPublic Underw t M , NATHALIE DIAZ
Sign: `'�"aY of Florida
936
P 1 Q w-j Print: - o ss ion # FF 23 mav 4
—41pMy Commission Expires: A My Commissio Exti �lai�P�``
V(/ Bonded through National Notary Assn."
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
rn77
A
� ( 1
Frank + Dais � '"`
557 NE 92 Street
Miami Shores, FL 33138
2nd Floor
...... . .. ..
..... . . ......
1 st Floor
6; %'A
sp
Entry Door
(W idotvs and Doors
'f,yi. YiSC r
SLAZA"+Mi ��
Miami Shores Villa a Florida Iron Door 4,� Q
APPROVED BY DATE FL18588.6
ZONING DEPT - _ 39 1/4 x 85 _
BLDG DEPT �
s:
SUBJECT TO COMPUTANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGU AMONS
a
' f
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: American Storm Protection ADDRESS: 557 NE 92 Street
PROJECT: Frank Spira Miami Shores, FL 33138
City State ZIP
EXPOSURE "D " WIND VELOCITY = 175 MPH [ROOF SLOPE > 10
Roof Elev. Tributary Area(5q.Ft) Roof Elev. Tributary Area(Sq.Ft)
(ft) 10 15.; 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 4S 50
+- 48.6 :47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 +. 48.6 47.3 46.4 45.7 45.1 44.6 44:2 43.8 43.5
is I52.7 51.4 50.5 '49.8 49.2 48.8; 48.3 .48.0 47.6 65.1 62'.5 60.7 59.3 58.1 57.2 5613 ,55.6 54.9
17 + 49.5 .48.2 47.3 46.6 46.0 45.5` 45.1_ 44.7 44.4_. !7 + 49.5 48.2 "47.3 46.6 46.0 45.5 45:1 44.7 44.4
1 53.7 52.4 51.5 50.8 50.2 .49:7 49.3 48.9 48.6 66.3 63.7' 61.9 60.4 59.3 58.3 57.4 56.6 56.0
1 + 51.0 49.6` 48.7 47.9 47.3 46.8 J48.548.1
.0 45.6 0 + 51.0 49.6 48.7 47.9 47.3 46$ 46;4 46.0; 45.6
rq 20I n 55:3 53.9 53.0 52.2 51.6 511 .3 49.9 n - 68.2 65:5 63.6 62.2 61.0 59.9' 59.0 58:3 57.6
CL + 51.9 50.5 49.6 48.8 48.2 47.7; .8 46.5 0 + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5
56.3 ;54.9 54.0 `53.2 52.6 52.1" .2' 50.9 0 69.5 66.8 64.8 63.3 62.1 61.0 60.1 59.3 58.6
+ 53.3 'S1.9r 50.9 '50.1, 49.5 -49.0 .1 47.7 G25 + 53.3 51.9 50.9 ,50.1 49.5 49.0 48.5 .48.1 47.7
25 0 - 57:8 56.4. 55.4 '54.7 54.0 53.5 .6= 52.3 O 71.4 ,68.6 66.6 65.0 63.8 62.7 61.8 61.0 60.2
ti28 + 54.3 52:8 51.8 51,0 50.4 49.8 .0 48.6 W28 + 54.3 52:8 51.8 5LO 50.4 49.8 49.4 49.0 48.6s - 58.9 ,57.4 56.4 55.6 55.0 54.4 6 53.2 d - 72.7 69.8 .67.8 66.2 64.9 63.8 62.9 62.0; 61.3
30 + 54.7 '53.3+ 52.3 51.5 50.8 50:3' 49.8 49.4 49.0 n 30 +. 54.7 53:3 52.3 SLS 50.8 50.3 49.8 49.4 49.0
d 59.4 57.9' 56.9 56.1' 55.5 54.9 54.4 .54A 53.6 73.3 70.4' 68.3 66.8 65.5 64.4 63.4 62.6 61.8
+ 56.1 '54.7 53.6 52.8 52.1 51.6' 51.1 .50.7 50.3 h + 56.1 -54.7 53.6 52.8 52.1 51.6 5111 50.7 50.3
35 60.9 -59.4" 58.4 57.6.' 56.9 .56.'3 55.8 ,55:4 55.0 ` 35 75.2 '•72.2 70.1 68.5 67.2 66.0 65.1 64:2 63.4
s + 37.6 56.0 55.0 54.1, 53.5 52.9 52.4 .51.9' 51.5 a +; 37.6 56.0 55.0 54.1` 53.5 52.9 52.4 .51.9 51.5
d 62.4 604 1 59.8 1 59.0 58.3 57.8, 57.3 456.8 56.4 y 77.1 74:0 71.9 70.2 68.9 67.7 60 '65.8- 65.0
p +, 59.0 57.4 56.3 55;5 54.8 54.2_ 53.7 53.2 52.8 p + 59.0 57.4 56.3 55.5 54.8 54.2 53.7__53.2' 52.8_
N 45
64.0 62.4 61.3 60.5 59.8 59.2 58.7 ,58.2 57.8 - 79.0 75.9 73.7 71.9 70.5 69.4 68.3 .67.4; 66.6
50 += 59.9 -58.3 57.2 56.4 55._6 55.0 54.5 S4.1 53.7 + 59.9 x58.3 57.2 56.4 55.6 55.0 54.5_:54.1 53.7
so
65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 58.7 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5' 67.7
SS + 60.9 •59.3 58.1 57.2 56.5 55.9 55.4 >54.9 54.5 + 60.9 59.3 58.1 57.2 56.5 =55.9: 55.4 '54:9 54.5
66.0 ":64.4* 63.3 62.4 61.7 61:1 60.5 60.1` 59.7 - 81.5 78.3 76.0 74.3 72.8 71.6. 70.5 _69.6 68.8
+ 61.8 '60.2 59.0 58.1 57.4 56 8 56.2 '55:8 55.3 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 '55.8 553
67.0 65.4" 64.3 63.4 62.6 1'62.0 51.5 x61.0 60.6 L60: 82.8 79.5 77.2 ,75.4 73.9 717, 71:6 (70.7 69.8
GENERAL NOTES F FIGURE 1
D=10% OF LEAST HORIZONTAL DIMENSION
1. TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS
2. ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4 ED
5
BY USING FIGURE 1 AS REFERENCE.
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
H >[ZONE
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAND'�/ROOF HEAIGHT AND APPLY TO ALL FLOORS.5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D O'
SHOWN BUILDING HEIGHT IN END ZONE. 11
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE U66D QR•RFmPRODUQED W ANY ••
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-1(P SET
fO:TIS HgRP'�N.:
1 8. ALL LOADS ARE CALCULATED AS PER ASC�•7-1a9N�L kTGSTiF61C 9014 STANDARDS �AC
REVISIONS: AL�AR
date:10-02-13 � U
-
drawn by:MA • T'• QQ•Q CQF3eOf�TION
no. date by deecri tion • • ENGINEERS BAPRODUC?DEI,ELOPMENT
chwk�d by:H.M. '►• • • • •
•• • :&35 w 8:A)6E • TOXL.0(305j 764-8100
DWO N0. 1 • •/ iMIAMI•FL 33174 FAR1
E. /70055.(3059262-6978 JAHMAD
M E. EB CAN. 3538
{ SHEET 1 OF 1
1
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• •• •• • • • •• ••
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1
5/n/2016 Florida Building Code Online
.tn 170
Florida De�artmefti� BCIS Home ' Log In ' User Registration Hot Topics Submit Surcharge j Stats&Facts Publications FBC Staff ( BCIS Site Map ( Links ! Search
'us
ines
Professi I go Product Approval
USER:Public User
Regulation
Product Aooroval Menu>Product or ADolication Search>Application List>Application Detail
FL# FL18588
�J Application Type New
Code Version 2014
Application Status Approved
Comments
Archived C)
Product Manufacturer Florida Iron Doors LTD
Address/Phone/Email 1518 S W 13th Ct
Pompano Beach, FL 33069
(888)482-6444
sales@floridairondoors.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative }
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
P
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
I
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan J. King, P.E.
, Validation Checklist-Hardcopy Received
Certificate of Independence FL18588 RO COI Certificate Of Independence,Ddf
Referenced Standard and Year(of Standard) r Year
I • • • • •ASTM E2886 2005
• •i ••i i AST14 EIl996* 2009
•• ••• •r ASTN E�30•• 2002
r
TAS 201,202,203 1994
• ••• ••• ••• ••• •••
Equivalence of Product Standard 4 : ; .0 .•
Certified By •• • • • + • • •
• .• •• • • • • ••
Sections from the Code
••• • • • • 090 • •
https://www.floridabuilding.org/pr/pr_app_dd.aspx?parwn=wGEV.'Lvt0g*s94:f%26t�Oi.;ii.U9outuatmAeWbNMVcT5ggTL6KbQJzCA%3d%3d 1/3
5/23/2016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/14/2015
Date Validated 10/15/2015
Date Pending FBC Approval 10/18/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Name Description
18588.1 a. Iron Door Up to a 3'0 x 10'0"Non-Impact"Glazed Iron Door with Radius
Top(Outswing/Inswing,X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL18588 RO II INST 18588.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 18588.1 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.1.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.2 b.Iron Door Up to a 3'0 x 10'0"Non-Impact"Glazed Iron Door with or
without Transom (Outswing/Inswing,X,O/X Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL18588 RO II INST 18588.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 18588.2 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.2.odf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.3 c.Iron Door Up to a 6'0 x 10'0"Non-Impact"Glazed Iron Door with Radius
Top(Outswing/Inswing,XX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL18588 RO II INST 18588.3.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 18588.3 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.3.odf t
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.4 d. Iron Door Up to a 6'0 x 10'0"Non-Impact"Glazed Iron Door with or
without Transom(Outswing/Inswing,XX,0/XX Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL18588 RO II INST 18588.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 18588.4 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.4.odf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.5 e.Iron Door Up to a 3'0 x 10'0"Impact"Glazed Iron Door with Radius Top
(Outswing/Inswing,X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18588 RO II INST 18588.5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes kbted by Independent Third Party:Yes
Design Pressure: N/A ; ••: : i + i aluation Reports
Other: See INST 18588.5 for Desigh Pres%§re+:ta:n ,:n,?,•: FLt588 RO AE Eval 18588.5.Ddf
additional use limitations, installatipg instireations and product• Ci•eated by Independent Third Party:Yes
particulars.
FApproved
f.Iron Ooor• • ••• ••• •7 thtGTO x 10'0"Impact"Glazed Iron Door with or without
• • • • •
� • • • • •ransom(Outswing/Inswing,X,O/X Configurations)
se •• • • 9640 •j%stapItion Instructions
for use in HVHZ:lies FL18588 RO II INST 18588.6.odf
for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
sistant:Yes Cre ted by Independent Third Party:Yes
essure: N/AEvaCation Reports
INST 18588.6 for Desiggi Pres stare*alF�1s588 RO AE Eval 18588.6.od
,any f
haps://www.floridabuild —
5/23/2016 Florida Building Code Online
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.7 g.Iron Door Up to a 6'0 x 10'0"Impact"Glazed Iron Door with Radius Top
(Outswing/Inswing XX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18588 RO II INST 18588.7.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 18588.7 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.7.Ddf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
18588.8 h.Iron Door Up to a 6'0 x 10'0"Impact"Glazed Iron Door with or without
Transom(Outswing/Inswing,XX,O/XX Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18588 RO II INST 18588.8.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 18588.8 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.8.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,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.
Product Approval Accepts:Wfl
I
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9
•• ••• • • • • • •• j f
• •• • • • • ••• •
•• ••• •• • • • ••
• •• •• • • • • ••
•• • • • • •
••• • • • • 000 • •
https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEWkQwiIlgs;42f�4?tCG* Q.*AE90t:iCuatmAeWbNMVcT5g8TL6KbQJzCA%3d%3d. 3/3
R W R W Building Consultants,1 C.
B 'Consulting and Engineering Services for the Building Industry
P.O.Box 230 Valrico,FL 33595- Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Pi-oductEwitiatim Repon'
I Oclohey-5,,2015
Product Sub Category Manufacturer Product Name
Category.
Iron Doors Unlimited Glazed Iron Single`Door
,Swinging
Exterior 5000 Kimberly way wf&w/out Transom
Doors Exterior Door
Assemblies Loudon,TN 37774 Inswing I Outswng.
(865)3-92-4679 __._ - "Impact'
} Scope: Product Evaluatiowreport issued by R W Building Consultants,Inc.&Lyndon F."Schmidt, P.E. (System ID#1998)for Iron
Doors Unlimited,based on Rule Chapter No.61G20-3;Method 1 D of•the'State of Florida Product Approval,Dept.of
Business&Professional Regulation.
RW'Building Consultants and Lyndon F,Schmidt,'P.E.do not have nor will acquire'financial!interesHn the company
manufacturing or distributing'the'product or in any other entity involved in the approval'process of the product named
herein:
Limitationsc
1.This'product has been evaivated and is in compliance with the 5th Edition'(2014)Florida Building Code(FBC)structural requirements
t including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material;shall be beyond;wall dressing
or stucco.
3: Whenused.in the"HVHZ"this product complies with Section 1626 of the Florida Buiiding'Code and does:not require an impact.
resistant covering.
-4. When used in areas outside of the."HVHZ"requiring wind bome debris protection this,product complies with Section 1609:1.2 of the
FBG and does not requite and impact resistantcoVering.This product meets missile leVel"D"and includes Wind"Zone 4 a defined in
ASTM E1996 and Section 1609.1.2.2 of the FBC;
5:,For 2x stud framing construction,anchoring of these Units shall be the same as that shown for 2X buck mas6nry Construction.
6. Site conditions that deviate from the details of'drawing,FL-18588.6 require,further Engineering analysis by,a licensed,engineer 0r
registered architect:
7,,OUtswing configurations.utilizing item#39 rneet water infiltration requirerments for"HVHZ'.
areas or'at habitable locations protected by an overhang or canopy such that the angle between the edge
canopy
only in overhang
8..9nswing configurations do not meet water infiltration requirements for the"HVHZ". Inswin units shall be installed
canopy or overhang to sill
is less than 45 degrees.
'9. All steel shall be"protected as specified"'in Section 2222.6 of the FBC.
1o'See drawing FL-18568.6.for size and design pressure limitations.
Supporting Document's:
1: Test Report No. Test Standard Testinq Laboratory Signed by
TEL 04801425 TAS 201,202,'203-94' Testing'Evaluation Lab;,.Inc. William B Shelton P.E.
TEL 04801426 ASTM E 330-021 E'330-'00 Testing Evaluation Lab., Inc. V.K.Wright,
ASTM IF 1886-051 E 1996-09
2. Miami Dade NOA Materials Testing
14-0916:1.1 SentryGlas Interlayer
14.0423.16 Safiet PVB Interlayer
3. Drawing No.. Prepared by .. ... •.. �tilitill tiyr Signed.&Seated by
No.FL18588-.6 RW Building Consultants;Qtc.f.A)94133 ♦�tiSC,H ���i Lyndon F.Schmidt; P.E.
eA
4. Calculations Prepared.by V � Ae_Signed&Sealed by
Anchoring RW Building Consultants, tCA#5813) Q L F *j,yndon;F.Schmidt, P.E.
ASTM F1300 Glass Load Lyndon F.Schmidt,P.E. �� �; No '43409. � `
5. Quality Assurance • •'• "'o
Certificate of Participation issued by NationatoCcrelitatipn •: .�-p;. •.;
Management Institute,certifying that Iron DoppWril"ited is•• '�O'o STATE pF
manufacturing products withina quality assurance program that ",. T •A%
<. P•: ��• Lyndon R.Schmidt,P.E.
O t R
complies.with ISO%IEC 17020 and Guide"53. �i� Q
s ��• .�• ��,�� FL PE No.43409
• • • • • ��jO S/0 �4'� 10/6/2015
i i • i S=lert 1 of l i • i ��/lOBDD96 ���,`
••• • • • ••• • •
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]INDOORS -,,>•�•�•.......... ••�"`,. �. o ,m
O!EFRAM
FRAME ''/ ff*Ill ,``` 0 of m i
o t, 37 MAX.
GLAZED IRON SINGLE DOOR D.LO.WIDTH
L$ 5 m°c
0
a 'maa�
w/ & w/out TRANSOM AMEWI
o� � FRAME WIDTH � o
INSWING/OUTSWING _ �o 0 8 �a
"IMPACT' E Al ;P
•••• •N WZ
u • •
GENERAL NO1B = rs 5= •• • •• o o`�••
O t7 • • o ti
Thil w •
1. s product tors been evaluated and&I corripGmnce with tine SM Edition 12014)Florida Building Code(FBC)structural = _ 000 •• • • m �[ •••
w •
requirements including the•Figfi Velocity tkxrlrame Zone•.11iVFili• C (�j � (� •• •• • � w�n
m 2. Product anchors shat be as kited and spaced as stnown on detail.Anchor embedment to base material shot be O 335 x i a < J ••
beyond wall dms*V r stucco. x • • • • o rn
When used In the WVW ttis product complies with Section 1626 of the Florida Buldng Code and does not require an p aaao5ss p •• • • •o ••
sImpact mutant covering. ••• •• •••• Qa • •
4. When used Inareas buWde of fhe W*W MgJlrl ng wind bine debris Protection this product Comptes with Section ^ p � ^ p •• • • m ••
1609.12 of the FBC and does not require an Impact resBtant covering.This product meets mfolle level V and tnckdes b I8I Ig)
g, Wind zone 4 as dellned in ASTM El 996 and Section 1609.122 of the FBC. R P. rpm .•• •: • •
S. For Dc stud fi.M construction,onchoft of these units short be the some as that shown for 2c buck masonry .{ f • • • • •••
construction.
6.
Site can ikons that deviate from the defats of this dowing require further engineering analysis by a licensed engineer •• • •*00• z •
or registered arNfect. - •• 1 p
7. Outswing coNfpuratiorss of V item 139 meet water Infiltration requirements for llV 0 -
& inswing configurations do not meet the water Infiltration requirements for the VVH2•.kuwkV units shall be Installed only
I non-ha ble areas a at habitable locations protected by an overhang or campy such itmat the angle between
the edge of canopy or Overhang to so is less man 45 degrees. _ - _ .. Z
v * e " OVERALL P� GL SS s __ DESIGN PRESSURE •
d 9. All heel shall be protected�specfRed I section 22226 of the FIC. - --
CONFIGURATION �y FRAME= L INSWING z fi } 'allTSWING { i
o
TABLE OFCOMEMS c,�_.. � -DIMENSION? TYPE ,-POS. _ 5 NEG_ POS. NEG =x
M" DBCIUPTKWn �� notesnerd x 38.0"x120.0" G1 +70.0 -70.0 +70.0 -70.0 8
i2 Door pan de &9 detail - _ O o
3 Elevations 38.0"x 156.0" Gl +70,0 -70.0 +70.0 -70,0 Z
W 4 Horizontal&vertical cross sections x 617E 9 24 15 0
C 5 Verttcal cross sections SCAM. N.T.S.
6 e a me x 38.0"x 120.0" G2 +50.0 -50.0 +50.0 -55.0 m
7 B &Game anch ' & DWG,Elf, JK
e Ia of matedals&componentS 38.0"x 156:0" G2 +50.0 -50.0 +50.0 -55.0 cm En: LFS
x, DRAaeo No.: in
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HINGE STILE EXTERIOR 6" z Z
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33.75"PANEL •• 0 C `3�n
'WIDTH � 2A • • o •ill ••
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.75"GLASS • • J -+ •
BITE 1"THICK GLASS 7 BITE 1"THICK GLASS CAM LOCK •••• • • •�i�i ••
v �? 1/8"TEMPERED 2B 1/87TEMPERED ® w•a� •
� 2B AIR SPACE AIR SPACE GLAZING •• :0.
• • o i��y ••
j 1/8"ANNEALED l/8 ANNEALED BEAD • •• • o i•• •
C6 0.09("Sen#yGlos 0.090"SAFLEX PVB o • •
INTERLAYER INTERLAYER • • a•a• •
T 1/8"ANNEALED 1/8"ANNEALED
DOW 995 DOW 995 ••• i•• • ••
2 SIUCO ALUMSPACER SBJCONE ALUM SPACER INTERIOR EXTERIOR m •
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BILL OF MATERIALS 3.75 `��' �' w
REM# ,.DOS C. � ._.
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B 2X BUCK SG>=0.55 WOOD 6" =_ ` * i -MATERLAL
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C 3/8"MAX.SHIM SPACE 2" z �� o in
D I/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO AC1301 zv !� z m n
OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F0.1217 - 'i/ '••..,,,.•• ��`� j m w
F #IOX3"PFH WOODSCREW
STEEL 0.125_ /////ffH Iltll 111,` o°n m i
G 1/4'X 1.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 3 • p 5• 0-n c
H 3/8"X 3"HWH LAG SCREW 2-1/T MIN.EMBEDMENT) STEEL ; oRR a z o Z o
J 1/4"X2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL iHRESHOID THRESHOLD �i 8 E 9 m°cw
2 TRANSOM SILL STEEL 39 �jr[swng I 19 m a a m
3 FRAME STEEL
4 GLAZING BEAD STEEL 2" `O i
5 #8 X 1-114•PFH SELF-DRILLING SMS STEEL v
EE vi
7 WEATHERSTRIP GASKET(.5( FOAM09"� 0 884" i••s 3a J
8 WEATHERSTRIP GASKET(.6T'( FOAM n • • •••• •
9 DOOR HINGE STEEL
12 #8 X 3/4"PFH SELF DRILLING SMS STEEL I ••• ••• •o •�j •
15 ANCHORING BRACKET STEEL L
25 #10X1-1/2"HWHSELF-DRIWNGSMS STEEL OS�o • ••• 9 r • o • •
31 LATCH STRIKE PLATE STEEL 09116' ••.• i•• • LuZ i
32 DEADBOLT STRIKE PLATE STEEL
N 35 ASTRAGAL - STEEL • s • m
t¢ 36 THRESHOLD STEEL o •• ••~0.56'• • • •
37 DOOR SWEEP PVC •••• • ge
:9 34 THRESHOLD STEEL " LLL•• •• of ••�• •
40 DOOR PANEL STEEL �', ^ 0.125 •• • it a •
All Door Component Steel:ASTM A36 • o a a
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2.T
15 ANCHORING BRACKET 3 FRAME 9 HINGE
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CONCRETE ANCHOR NOTES: to - °
1.Conte anch°riocoR°ns at the comers may be odXrsted ro maintainthe min. _
" edge distance to matarj irft 1 m
.o 2 Concrete anchor locations noted as WAX.ON CENTER•mist be adAnted to yI�'f�r��i1 � i
nohtdn the min edge aisiarae to morty jotrds,addttlonal concreteanchors
may be regaled to ensue the" X ON CEN182'd rnension are not exceeded. J11 Il1l��/"�/JJI
0.06" o
z 3.Concrete anchor table. 0.125 z
MIN CLEARANCE MIN CLEARANCE v
Z ANCHOR ANCHOR MIN ASTRAGAL Z e
TO MASONRY .lU ADJACENT? ORE 9/24/15 z
W TYPE ±,SIZE EMBEDMENT^ ,,,:.EDGE ANCHOR..
It :. ..,_ °
e � uxc N.T.S. 3
d TAPCON* 1/4• 1-1/4" 2-1/7 4" M
TRANSOM SILL M.ar: ,/K m
S ELCO 1/4• 1.1/4" 2.1/2• P Z crx er: LFS 3
ULTRACON °ra.Wurc NO.: x
9
0 1.W T6: _ ". m
w Maintain o n**rxrrn sAredge disipnce,1'end cWa ce,a 1'o e.spacing of FL-1 B588.6 0
wood SCWA05 to prevent the splitting of wood. SHEEP 8 OF 8 ry
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