WS-14-1694Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217225 Permit Number: WS -8-14-1694
Scheduled Inspection Date: October 21, 2014
Inspector: Rodriguez, Jorge
Owner: HART, NEIL
Job Address: 295 GRAND CONCOURSE
Miami Shores, FL 33138 -
Project: <NONE>
Contractor:
MR DOOR MAN INC
Building Department Comments
REPLACING BACK DOOR
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number (305)962-4547
Parcel Number 1132060133600
Phone: (305)262-0596
Infractio Passed Comments
INSPECTOR COMMENTS False
October 20, 2014 For Inspections please call: (305)762-4949 Page 14 of 48
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 20, 2014 For Inspections please call: (305)762-4949 Page 14 of 48
A c •
BUILDING
PERMIT APPLICATION
Miami Shores Village CEIVED
Building Department AUa52 10050 N.E.2nd Avenue, Miami Shores, Florida 33138Tel: (305) 795-2204 Fax: (305) 756-8972_
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 l `�
Master Permit No. WS I q —
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP
//•�� Q ( CONTRACTOR DRAWINGS
JOB ADDRESS: oG i 6LtivE'..
City: Miami Shores County: Miami Dade zip:3 g 3
Folio/Parcel#:_ /is 026 (O 0 15 • B (o Od Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): L, LTO 4(\N kri-
Phone#;OSCv?,(3 i47
Address: ZC1(:Z- C''�McNA_
City: 1`,1apm &1.�A State: Zip'33iz
Tenant/Lessee Name: �� �-- Phone#:
Email:( S� df%t
CONTRACTOR: Company Name:Vyl C. Doti V `(y%C" n Phone#riad--:57 '.21o2•��C�
Address: o 0 / -56,0 & % ,09?/P, -
City: State: ` i.r • Zip:
Qualifier Name: AAe'j( GL -S Phone#:� v�EO����fp
State Certification or Registration M Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address
Value of Work for this Permit:
Type of Work: ❑ Addition
Description of Work:
❑ Alteration ❑
City: State:
-Square/Linear Footage of Work: _
ew Repair/Replace
Zip:
❑ Demolition
Specify color of color thru tile: A
Submittal Fee $w Permit Fee $ 0. ��J CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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. It -YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
F
Signature Signature
OWNER or AGENT C NTRACTOR
The foregoing instrument was acknowledged before me this The foregging instrument was acknowledged before me this
p�iay of g v 20 I by -�` day of ((, 20 by
,1 Ilaf��l ,who is personally known to ,who is�terna7llyknown o
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
as me or who has produced
AStMCATM
W COMMISSM i FF 059044
EXPIRES: October 1, 2017
APPROVED BY
(Revised02/24/2014)
identification and who did take an oath.
NOT
Sign
Prins
Seal:
as
Plans Examiner
Structural Review
Zoning
Clerk
r
4"
.
{
s
y 4
2014-07-24 15:02 Andy's Assurance 13052622 00 >> P 1/1
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THIS CERVICM IS ISSUED AS A MATTER OF WORMATION ONLY AND C00ERS No RIGHTS THE CERTIFICATE HOLDER. Twa
CBRTIRCATB OM NOT AFFIRMATIVELY OR 0"MMY AMEND. EXTEND OR ALTER THE E AFFORDED BY THE POL ► S
86LOW. THIS CERTWMTE OF U43URANCE OM NOT CONSTFIIJY'H A CONTRACT BETWEEN WJING I (8), AUTHORIZED
REPRESENTATNE OR PRQDUC% AND THE CERTIMATE HOUM
IMPORTAN'll S ft o0r01101e helder 15 an ADOPlIO JA4 INSURED. the $0 t(Ift) must be w donultl, SUBROGATION L% WANED. subjaot 14
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THIS'IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIV= BELOW HAVE BEEN RUED TOE INSURED NAMED ABOVE FOR THE POLICY PERIOD
WDICATED, NOTWITIWANDWG ANY REOUIREM�'t. TERM OR CONDITION OF ANY CONTRACT OTHER DOCUMENT WITH RESECT TO WHICH THIS
ti>:RI IFICATE MAY 86 ISSUED' OR NIAY :RER7'AIAI, THE WSURANCE AFFORDED BY THE POLtt S E CRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
WICLUSIONSAND OONOnLICI
10NS OF SUCH POES. LIRM SHOWN 91AAY HAVE BEEN REDUCEO BY PA CLAIMS.
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2100 W 76. Street, .Hialeah,: Florida 33016 FLORIDA BUILDING CODE, 2010.
Robert S. Montour, P. E. FI # 11955 / 0006024. ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE '175 MPH WIND ZONE
CATEGORY 2
• •
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Exposure C For the 175 mph Wind Zone
CATEGORY 2
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in Square Feet.
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NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLA
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Interior Zone (4 =Walls) Negative Pressures • .
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CATEGORY 2
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CATEGORY 2
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CATEGORY •2
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in Square Feefi • •
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7/27/[014 Florida Building Code Online
a • �a
Rw&%esi
BCIS Home Log In User Registration ( HotToplcs Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map ( Unks Search
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ii
Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail
FL # FL15255
Application Type New
Code Version 2010
Application Status Approved 0 • • • 0
Comments i •0• 6666 ••••�•
•
Q 66
•• • 66•• ••
Archived 6.0.00 •• • 6666••
•
•000•• • • •
Product Manufacturer Trinity Gass International • 6 • • • • • • • • • •
Address/Phone/Enall 4621 192nd Street East • • • 0
•6.0 66
Tacoma, WA 98446 •••• •••. 0
(253) 875-7300 6666•• 0 •00 •060•
rickw@rwbldgconsultants.com 0 • 0 • • • 0 0 • • • • •
•60.6•0
Authorized Signature Vivian Wright • 0 • • • • • • • 0
rickw@rwbidgconsukants.com • • ; • • • • • • •
• • • ••606•
Technical Representative 0000
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
m Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE -43409
National Accreditation and Management Institute
12/31/2015
Ryan J. fang, P.E.
0 Validation Checklist - Hardcopy Received
FL15255 RO COI Certificate of Independence,pdf
Standard
ASTM D1929
ASTM D2843
ASTM D635
ASTM G155
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL15255 RO Eauiv Of Standards.odf
Method 1 Option D
Year
1996
1999
2003
2004
1994
hVslAmmN.florideWidrtg.org/pr/prapp og.asp>?ranrwGEVXQvADq%iWMZ1QRNoHTaKozNKWgUQlX5PTYgHlpCpt4yMbQp/o3da/o3d 115
7/27/'2014 Florida Building Code Odin
V Lc JVVIIOLLCV VL/GV/GW—
Date Validated 04/13/2012
Date Pending FBC Approval 03/08/2012
Date Approved 04/18/2012
Summary of products
GD to Page
0® Pagel/20 0
F Model, Num :°
sc
/ 255.1 a. Fiberglass Door
6'8 Single Opaque "Impact" Fiberglass Door - Outswing
Configuration (X)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RO II INST 15255A,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 15255.1 for Design Pressure Ratings, any
FL15255 RO AE Eval 152511.0,d • • • • • • • a
additional use limitations, installation instructions and product
Created by Independent ThiiVePartq: Yes . • • •
particulars.
• • • •
2
b. Fiberglass Door
6'8 Single Opaque 'Impact" Fu7gWlass Door w,.h.-Impact' Si�delits •
or Sidelites - Outswing Conl'i®ypy; l4ead arMjS411.Cd figurat;Vi
(OX or XO; OXO) •
Umlts of Use
Installation Instructions • a 0 • • * ...
Approved for use In HVHZ: Yes
FL15255 RO II INST 1.5���rF��f. •
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. SctwiTdlE;1 .1. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes • • • • •
Design Pressure: WA
Evaluation Reports • • • • •
Other. See INST 15255.2 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 1 • • 6004
additional use limitations, installation Instructions and product
Created by Independent Th1 Party: Yes i
particulars.
• • •
15255.3
c. Fiberglass Door
6'8 Single Opaque "Impact" Fiberglass Door with 'Impact" Sidelite
or Sidelites - Outswing Configurations (OX or XO; OXO)
Umits of use
Installation Instructlons
Approved for use In HVHZ: Yes
FU5255 RO II INST 15255.3.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 15255.3 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.3.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15255.4
d. Fiberglass Door
6'8 Double Opaque 'Impact" Fiberglass Door with or without
"Impact" Sidelites - Outswing Configurations (XX; OXXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RO II INST 15255.4.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 15255.4 for Design Pressure Ratings, any
FL15255 RO AE EVAL 15255.4.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.5
e. Fiberglass Door
6'8 Single Glazed 'Impact" Fiberglass Door - Outswing
Configuration (X)
Umits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL15255 RO II INST 15255.5.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 15255.5 for Design Pressure Ratings, any
FL15255 RO AE EVAL 15255.5.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.6
f. Fiberglass Door
6'8 Single Glazed "Impact" Fiberglass Door with "Infract" Sidelfte or
Sidelltes - Outswing Continuous Head and Sill Configurations (OX
or XO; OXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FLIS255 RO II INST 15255.6.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 15255.6 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.6.odf
additional use Iirrttations, installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15255.7
g. Fiberglass Door
6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sldelite or
ht"J/w mflorldebUlding.org/pr/pr app dtl.aspOpwanr=wGEVXQMDqJ3WMZIQRNoHTeKozNKWgUQlX5PTYgHlpCpt4yBgbQ%3d%3d 215
A27/2014
Florida Building Code Online
httpsJMmw.floridabuilding.org/pr/pr app o.aspx?pararr�wGEVXQwtDqKiWMZIQRNoHTeKozNKWgUQlX5PTYgH1pCpt4)6gbQ%3d%3d 3/5
JlutUILUb - VULSWII Iy L -UI 11 IyU1 dLIVI lb kVA UI AV, VAV)
Limltspf Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RQ II INST 15255.7.pdf
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 15255.7 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.7.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.8
h. Fiberglass Door
68 Double Glazed "Impact" Fiberglass Door with or without
"Impact" Sidelftes - Outswing Configurations (XX; OXXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RO II INST 15255.8.ndf
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 15255.8 for Design Pressure Ratings, any
• • • •
FLIS255 RO AE EVAL 15255.8.odf • •
additional use limitations, Installation Instructions and product
Created by Independent Tltd Pgi'lW Yes • • • • • • • • •
particulars.
•• • •• • ••
15255.9
1. Fiberglass Door
6'8 Single Opaque "Non-IZp .0bgfgiass Door y 0utswing j
Inswing Configuration (X) 66600
of** ease aLimits
of Use
Approved for use in HVHZ: Yes
Installation Instructions • • • • • • • 0000 • 06:00
•
L15255 R I . INT 1 5
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. SchrR ti b'* 434090 • e • e 00000
Impact Resistant: No
Created by Independent TIRrf!I My: Yes • • • *000:
Design Pressure: N/A
Evaluation Reports 000000 • •
Other: See INST 15255.9 for Design Pressure Ratings, anyFLIS255
RJO AE EVAL• •
additional use limitations, installation Instructions and product
00000
Created by Independent Th rd Party: Yes e e
particulars.
• • • •
• • • •
• • • ••••
• •
15255.10
j. Fiberglass Door
68 Single Opaque "Non -Impact" Fiberglass flow with "Non -Impact"
Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill
Configurations (OX or X0; OXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL15255 RO II INST 15255.10.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 15255.10 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.10.odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.11
k. Fiberglass Door
6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact"
Sldelfte or Sidelftes - Outswing / Inswing Configurations (OX or
XO; OXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL15255 RO II INST 15255.11.pdf
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 15255.11 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.11.odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.12
I. Fiberglass Door
6'8 Double Opaque "Non -Impact" Fiberglass Door with or without
"Non -Impact" Sidelites - Outswing / Inswing Configurations (XX;
OXXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RO TI INST 15255 12 pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. SchrnIdt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 15255.12 for Design Pressure Ratings, any
FL15255 RO AE EVAL 15255 12 p_df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15255.13
m. Fiberglass Door
6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact"
Sidelfte or Sidelltes - Outswing / Inswing Continuous Head and Sill
Configurations (OX or X0; OXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FLIS255 RO II INST 15255.13.pdf
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 15255.13 for Design Pressure Ratings, any
FLIS255 RO AE WAL 15255.13.pdf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15255.14
n. Fiberglass Door 1 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact"
httpsJMmw.floridabuilding.org/pr/pr app o.aspx?pararr�wGEVXQwtDqKiWMZIQRNoHTeKozNKWgUQlX5PTYgH1pCpt4)6gbQ%3d%3d 3/5
7/27/2014
Florida Building Code Online
bioeme or biaeiRes - uucswing / inswing t-ontmuous neaa ano bm
Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FLIS255 R0 II INST 15255.14.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 15255.14 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.14.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15255.15
o. Fiberglass Door
6'8 Single Glazed "Non -Impact" Fiberglass Dopr wifhT"i4on-Impact"
Limits of Use
Installation Instructions
Sidelite or Sidelltes - Outsw4g / ipSvding Confitj8r Eons (OXbP • • a •
FL15255 RO II INST 15255.17.pdf
Approved for use outside HVHZ: Yes
X0; OXO) • • • • • • •
Limits of Use
Installation Instructions • • • • • • • • • • • • • •
Approved for use In HVHZ: Yes
FLIS255 RO II INST 15255..6 "f• • • •
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmicjt• e.g. 43409 • • • •
Impact Resistant: No
• • • •
Created by Independent TOM& OW60 Yes 0**Goo
Design Pressured N/A
• 0:0 • •
Evaluation Reports •
Other. See INST 15255.15 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15259,191D 09000
additional use Ilmitatlons, installation instructions and product
Created by Independent ThM PMIQy: Yes • • • 000000
particulars.
..•..• • •
•
15255.16
p. Fiberglass Door
6'8 Double Glazed "Non-Imp*t" gleiglass Door with or with
"Non -Impact" Sidelites - Outswing /inswing Co:aWgruations • •
OXXO) •
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
171,15255 RO II INST 15255.16.pdf
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 15255.16 for Design Pressure Ratings, any
FLIS255 RO AE EVAL 15255.16.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15255.17
q. Fiberglass Door
8'0 Single Opaque "Non -Impact" Fiberglass Door - Outswing /
Inswing Configuration (X)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL15255 RO II INST 15255.17.pdf
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 15255.17 for Design Pressure Ratings, any
FL152S5 RO AE EVAL 15255.17.pdf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15255.18 I r. Fiberglass Door I 8'0 Single Opaque "Non-Irripact" oti"
eliteor Outswing Inswing Continuous Head and SI
Configurations(OX or OXO)
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.18.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 15255.18 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.18.odf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
15255.19 I s. Fiberglass Door 8'0 Single Opaque I Ne OXO) 5 delites Outswing "Non -Impact"
ing / Inswing Configurations ons(O
XO
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.19.p_df
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 15255.19 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.19.odf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
15255.20 I t. Fiberglass Door I "Non -Impact" Sidelitese Opaque n Outs ing / Inswing Coact" Fiberglass nr with or figurations sithout
(XX;
OXXO
Limits of use Installation Instructions
Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.20.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnddt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15255.20 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.20.pdf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
nartirulam.
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. . . . . . . . . .
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I N T i -eN t i' 1 C! Fri A %, • • • •
4621192nd VREEf FAST TACOMA, WA
.• • . . •• ••• ..
•
ecr, c! e 000R
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1. This product has been evaluated anti is 1n con"me with the 2014 Florida
Code {FBC} structural c gtftmenfs Induft the 9i3o Veiodiy Dane Zore
"Z).
2. Product anchors shall be as lid and spaced as shown on detaft. Anchor
embedment to base moterta6 shall be beyond wall d or stucco.
Zw When used in fhe "HVW ftp product compiles with Section 1626 of the Florida
knift Cade and does not require an Impact resistant covaM.
4. When used in areas outside of tte l-IM'requft wind borne deft protection this
product complies with Section 1MO. 12 of the PBC and does not require on impact
resistant coveft. This product meats mWe level V and Wind Zone 4 as
defined in ASTM E1996 and Section 1609.12-4 of the PBC:
b. For 2xstud h'arift construction, anchoring of these units shall be the some as that
shown for tic W& masonry construction.
6. Site conditions that deviafe from the detch of this requhe fcartW
engineering by a licensed wvfneer or ed architect.
7. This product meet water Motion requirements for WW
I
r
1t1 +7 -760
Wr R SOM FVC
J0 0
tM
,FL-• 15255.1
PVC STILE CAP
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
• • • • • G EXTERIOR
77
O.lo° • • • : : :..� DErAIL 2 INFERIOR
pj. 1 HORIZONTAL CROSS SECTION
T
35.75 MAX.
PANEL WIDTH
4
v 2
SEE HARDWARE
CHART
c SEE
DETAIL 1
is
,� oPattuE DOOIR
DOOR SKIN: 0.075r MIN. THK. FIBERGLASS
CORE MATERIAL' POLYURETHANE FOAM
LOCK BLOCK PVC STILE CAP �
POLYURETHANE
FOAM CORE
PVC TOP RAIL
dL
HAktlYY44RE CH1tRk .
KWIKSE KNOB: SIGNATIM SERIES
DEADBOLT' SIGNATURE SERIES (980)
DETAIL I
LVL RAIL
i
PVC BOTTOM RAIL
Ix
IH
—1.7G'
2 VERTICAL CROSS SECTION
2
La N.T.S.
L By JK
er: LFS
END N0«
FL -15255.1
ETA- 7
POLYURETHANE
FOAM®
FIBERGLASS
Na
U
YARN
REINFORCEMENT
EXTERIOR
INTERIOR
>�
POLYURETHANE
FOAM CORE
0
DETAIL 2
FMGLASS
SION
DOOR SKIN
HAktlYY44RE CH1tRk .
KWIKSE KNOB: SIGNATIM SERIES
DEADBOLT' SIGNATURE SERIES (980)
DETAIL I
LVL RAIL
i
PVC BOTTOM RAIL
Ix
IH
—1.7G'
2 VERTICAL CROSS SECTION
2
La N.T.S.
L By JK
er: LFS
END N0«
FL -15255.1
ETA- 7
1-114' NIP1
EMB. (TYP.)
.. .. . . . .. .. .
. . ... . . . . .. .
1-1/4° MM.
EMB. (M.)
INTERIOR
EXTERIOR
9 n
�31 HORIZONTAL CROSS SEMON
$ Shown w11 X sub -buck
C CSINK CSINK C
"P) Tm') � ° po
1 2 3 1 2 3
INTERIOR INTERIOR °
12 40 40 12
a o
c v.
° v
EXTERIOR EXTERIOR
1 HORIZONTAL CROSS SECTION
3
21 HORIZONTAL CROSS SECTION
3
1-114" MN.
EMB. (IYP.)
+E N.T.S.
x BY, A m'
et: LFS 3
mm Nos �
FL -15255.1
a
rr _,L ov 7 1°
••• • • ..
. . ... • • • • •••
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
4
EXTERIOR
Q►11�1.i�
° e
3 VERTICAL CROSS SECTION
4 OW.'4V A - high dam
9E
d ° .
4.-
4',
° °
EXTERIOR .... INTERIC
INTERIOR
2 VERTICAL CROSS SECTION
4 Shown w/1 X sub -buck
EXTERIOR
�4 VEIMCAL CROSS SECTION
4 Outswing a
a
BY.. JK
Rik-LFs
WM No.: e
FL -15255.1
c
Ef _�L of 7 n
. . .
.
. .
.
..
.
• • •
•
• •
•
•
•••
•
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EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
4
EXTERIOR
Q►11�1.i�
° e
3 VERTICAL CROSS SECTION
4 OW.'4V A - high dam
9E
d ° .
4.-
4',
° °
EXTERIOR .... INTERIC
INTERIOR
2 VERTICAL CROSS SECTION
4 Shown w/1 X sub -buck
EXTERIOR
�4 VEIMCAL CROSS SECTION
4 Outswing a
a
BY.. JK
Rik-LFs
WM No.: e
FL -15255.1
c
Ef _�L of 7 n
SEE HINGE
DEWL I
MASONRY HINGE
OPENING DETAIL 2
BUCK ANCHORING HINGEJAMB
CONCRETE ANCHOR NOTES.
I. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
Z Concrete anchor locations at the comers may be adjusted to Maintain the min. edge
distance to mortar joints. N concrete anchor locations noted as IMAX ON CENTER" must be
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
Concrete anchor table.'
Ir (Typ.)
........ .......
BUCK
to
............. ..
.... ....... ..... .. . . .
.. ... .... .
ap . .....
... ... .... .... . . ....... ........ ...
ITW
114*
1.114*
2-1/r
r
ELCO
I/Ir
1-1/4
1.
ITW
3116"
1.11fir
2-5/r
2-11fi4
DOOR
FRAME
TYP. HAM
ANDJAMB:
see of
2X BUCK
ci
0
L
no
SEE
SEE HINGE
DEWL I
MASONRY HINGE
OPENING DETAIL 2
BUCK ANCHORING HINGEJAMB
CONCRETE ANCHOR NOTES.
I. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
Z Concrete anchor locations at the comers may be adjusted to Maintain the min. edge
distance to mortar joints. N concrete anchor locations noted as IMAX ON CENTER" must be
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
Concrete anchor table.'
Ir (Typ.)
........ .......
BUCK
to
............. ..
.... ....... ..... .. . . .
.. ... .... .
ap . .....
... ... .... .... . . ....... ........ ...
ITW
114*
1.114*
2-1/r
r
ELCO
I/Ir
1-1/4
1.
ITW
3116"
1.11fir
2-5/r
2-11fi4
a
MASONRY
OPENINGl
TYP. SILL
FRAME ANCHORING
Mamm comtucthn
HINGE DETAIL I
BUCK
BUCK
nimi
ME
STRIKE JAMB
a° ESg
212
64)(
2BUCK LU
UMAA IX BUCK
I Al
23
STRIKE PLATE DETAIL
HINGE DETAIL 2
2)(BUCK
I X BUCK
L BY. JK
4 at LFS
'S
Er 5 of 7
Ir (Typ.)
BUCK
to
x BUCK
TYP. HEAD
AND JAMBS
2X BUCK
DOOR
FRAME
MASONRY
OPENINGl
TYP. SILL
FRAME ANCHORING
Mamm comtucthn
HINGE DETAIL I
BUCK
BUCK
nimi
ME
STRIKE JAMB
a° ESg
212
64)(
2BUCK LU
UMAA IX BUCK
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23
STRIKE PLATE DETAIL
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L BY. JK
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'S
Er 5 of 7
3 HFADANDJAMU
PYC
=Yr'r
c.
TS OUiSYVWG THRESHOLD
Mghdam
..
..
.
. .
..
..
.
.
.......
....
3 HFADANDJAMU
PYC
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c.
TS OUiSYVWG THRESHOLD
Mghdam
4
4.57"
n� 1 00iSWlN TNRBSi101D
Y
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o � K
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a
o suf(EY, Raw
SauM; LEFT SoeLE NWE E
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FL -15255.1
r 6 oe 7
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Sub Category
Manufacturer
Product Name
Category
Testing Laboratory
Sinned by
TEL &W@437
• •• TAS 201, 202, 203-94
Testing Evaluation Lab.,lnc.
Trinity Glass International
Opaque Fiberglass
Exterior
Swinging
Extortor Door
4621 192nd St East
"Impact" Door
Doors
Assemblies
Tacoma, Washington 98446
Outswing
;•,••;ASTM G155 -04,G158-02
Testing Evaluation Lab.,lnc.
Phone 236-875-7300 Facsimile 235-875-7301
•;.... TEL Q1479400
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Trinity Glass International based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements 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. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building 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
2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E1996 and Section 1609.1.2.4 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15255.1 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets the water infiltration requirements for "HVHZ°.
8. See drawing FL -15255.1 for size and design pressure limitations.
Supporting Documents:
1. Test Reb@RNo.
Test Standard
Testing Laboratory
Sinned by
TEL &W@437
• •• TAS 201, 202, 203-94
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
••••:
• TEL 06-0918.2
••• :TAS 201, 202, 203-94
Testing Evaluation Lab.,lnc.
Wendell W. Haney, P.E.
::see*
• ••• e e TEL RM81b
• •TAS 201, 202, 203-94
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
• TEL 020,10411
;•,••;ASTM G155 -04,G158-02
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
•;.... TEL Q1479400
D1929-96
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
••••• TEL 4jJV0g99
•• ••ASTM
:..:..ASTM D2843-99
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
00000 TEL 01-t72.101
ASTM D635-03
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E.
• 2, Drawfloa W.
• • • •
•
• Prepared by
Signed & Sealed by
;•••e; No. FL -15255.1
• • • •
RW Building Consultants, Inc. (CA #9813)
Lyndon F. Schmidt, P.E.
• • • • •8. Calculations • •: e • e Prepared by Signed & Sealed by
•• Anchwoiing a es RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
• • e e
•••••�. QuaiffiSSyrance • •
Certifidt& of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass
International is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and
Guide 53.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
4/11/2012
PF 1089
Sheet 1 of 1